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?Atıf yapılan (makale): Cakir F, Seker B.S, Durmus A, Dogangun A, Uysal H, (2015), Seismic assessment of a historical masonry mosque by experimental tests and finite element analyses, KSCE Journal of Civil Engineering, 19: 1,  158–164.

Atıf yapan-6: Ozdemir MA, Kaya EŞ, Aksar B, Seker BS, Cakir F, Uckan E, Bulent Akbas B, (2017), Seismic vulnerability of masonry Jack arch slabs, Engineering Failure Analysis, Available online 28 February 2017

Atıf yapan-5: A. C. Altunisik AC, Adanur S, Genc AF, Gunaydin M, Okur FY, (2016), An Investigation of the Seismic Behaviour of an Ancient Masonry Bastion Using Non-Destructive and Numerical Methods, Experimental Mechanics, 1–15.

Atıf yapan-4: Demir A, Nohutcu H, Ercan E, Hokelekli E, Altintas G, (2016), Effect of model calibration on seismic behaviour of a historical mosque, Structural Engineering and Mechanics, 60:5, 749-760

Atıf yapan-3: Fabbrocino  F, Farina  I, Berardi VP, Ferreira  AJM, Fraternali F, (2015), On the thrust surface of unreiforced and FRP-/FRCM-reinforced masonry domes, Composites Part B Engineering, 83:297-305.

Atıf yapan-2: Cakir F, Uysal H, (2015), Experimental modal analysis of brick masonry arches strengthened prepreg composites, Journal of Cultural Heritage, Journal of Cultural Heritage, 16: 3, 284–292, doi:10.1016/j.culher.2014.06.003

Atıf yapan-1: Cakir F, Uckan E, Shen J, Seker BS, Akbas B, (2015), Seismic performance evaluation of slender masonry towers: a case study, The Structural Design of Tall and Special Buildings,  25: 4, 193-212

?Atıf yapılan (makale): Seker B.S, Cakir F, Dogangun A, Uysal H, (2014), Investigation of a masonry domed mosque by experimental tests and numerical analyses, Earthquakes and Structures, 6:4, 335-350. (SCIE)

Atıf yapan-1: Ozdemir MA, Kaya EŞ, Aksar B, Seker BS, Cakir F, Uckan E, Bulent Akbas B, (2017), Seismic vulnerability of masonry Jack arch slabs, Engineering Failure Analysis, Available online 28 February 2017

?Atıf yapılan (makale): Cakır F, Seker B.S, Dogangun A, (2014), Assessment of structural performance of historical Ishan Church with experimental tests and numerical modeling, The Journal Gradevinar (Eng. Civil Engineer), 66:5, 433-443. (SCIE)

Atıf yapan-2: A. C. Altunisik AC, Adanur S, Genc AF, Gunaydin M, Okur FY, (2016), An Investigation of the Seismic Behaviour of an Ancient Masonry Bastion Using Non-Destructive and Numerical Methods, Experimental Mechanics, 1–15

Atıf yapan-1: Seker BS, (2015), Behavioural assessment of clock towers subsequently added to historic structures, Građevinar, 67: 09, 879-886. Doi: 10.14256/JCE.1169.2014

?Atıf yapılan (makale): Livaoğlu R, Turan A, El Naggar, M.H, Doğangün A, (2012), Physical and numerical evaluation of SSI effects on seismic behavior of elevated tanks, Journal of Earthquake and Tsunami, 6:2,1-20.

Atıf yapan-1: Ghanbari E, and Ali Ghanbari A, (2016), A new criterion for considering soil-structure interaction on analysis of moment frames, Int. J. Structural Engineering, 7: 1, 31-47.

?Atıf yapılan (makale): Ural A, Doğangün A, Sezen H, Angın Z, (2012), Seismic performance of masonry buildings during the 2007 Bala, Turkey Earthquakes, Natural Hazards, 60: 3, 1013–1026. (SCIE)

Atıf yapan-1: Lu X, Tian Y, Guan H, Xiong C, (2017), Parametric sensitivity study on regional seismic damage prediction of reinforced masonry buildings based on time-history analysis, Bulletin of Earthquake Engineering, 1-30 · June 2017

?Atıf yapılan (makale): Doğangün A, Sezen H, (2012), Seismic vulnerability and preservation of historical masonry mosques, Earthquakes and Structures, 3:1, 83-95. (SCIE)

Atıf yapan-14: Prieto AJ, Silva A, Brito J, Macías-Bernald JM, Alejandred FJ, (2017), Multiple linear regression and fuzzy logic models applied to the functional service life prediction of cultural heritage, Journal of Cultural Heritage, April 2017, DOI: 10.1016/j.culher.2017.03.004

Atıf yapan-13: Korkmaz K, Carhoglu A, (2017), Structural vulnerability assessment of historical buildings in Turkey, Civil Engineering Journal, 3: 5,

Atıf yapan-12: Mahdi T, (2017), Seismic vulnerability of traditional masonry arches, vaults and domes, Asian Journal of Civil Engineering (BHRC), 18: 3, 433-449

Atıf yapan-11: Cakir F, Uckan E, Shen J, Seker BS, Akbas B, (2016), Seismic performance evaluation of slender masonry towers: a case study, The Structural Design of Tall and Special Buildings,  25: 4, 193-212

Atıf yapan-10: Kocatürk, T., Erdoǧan, Y.S, (2016), Earthquake behavior of M1 minaret of historical Sultan Ahmed Mosque (Blue Mosque), Structural Engineering and Mechanics, 59 :3 539-558

Atıf yapan-9: Ural A, Fırat FK, (2015), Evaluation of masonry minarets collapsed by a strong wind under uncertainty, Natural Hazards. 76: 2. 999-1018.

Atıf yapan-8: Cakir F, Uckan E, Shen J, Seker BS, Akbas B, (2015), Seismic damage evaluation of historical structures during Van earthquake, October 23, 2011. Engineering Failure Analysis.58: 249–266.

Atıf yapan-6:Cakir F, Seker B.S, Durmus A, Dogangun A, Uysal H, (2014), Seismic assessment of a historical masonry mosque by experimental tests and finite element analyses, KSCE Journal of Civil Engineering, July 2014. DOI 10.1007/s12205-014-0468-4

Atıf yapan-5: Mahdi T, (2015), Seismic vulnerability of arches, vaults and domes in historical buildings, Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures (2 Volumes), Chapter: 14,

Atıf yapan-4: Turk A.M, (2013), Seismic response analysis of masonry minaret and possible strengthening by fiber reinforced cementitious matrix (FRCM) materials, Advances in Materials Science and Engineering, art. no. 952497.

Atıf yapan-3: Ural A. (2013), 19th may 2011 simav (kütahya) earthquake and response of masonry halil aga mosque, Earthquake and Structures, 4:6, 671-683.

Atıf yapan-2: Yılmaz N, Avşar Ö, (2013), Structural damages of the May 19, 2011, Kütahya–Simav earthquake in Turkey, Natural Hazards, 69: 1, 981-1001.

Atıf yapan-1: Dogangun A, Sezen H, (2012), Seismic vulnerability and preservation of historical masonry monumental structures, Earthquake and Structures, 3:, 83-95.

?Atıf yapılan (makale): Ural A, Doğangün A, Sezen H, Angın Z, (2012), Seismic performance of masonry buildings during the 2007 Bala, Turkey Earthquakes, Natural Hazards, 60:1013–1026.

Atıf yapan-10: Khalfan, M., El-Dakhakhni, W., and Tait, M. (2016). "Seismic risk assessment of nonengineered residential buildings in developing countries." J. Perform. Constr. Facil. , 10.1061/(ASCE)CF.1943-5509.0000829 , 04016013.

Atıf yapan-9: Choudhury T, Milani G, Kaushik HB, (2015), Comprehensive numerical approaches for the design and safety assessment of masonry buildings retrofitted with steel bands in developing countries: The case of India, Construction and Building Materials, 85: 227–246, doi:10.1016/j.conbuildmat.2015.02.082

Atıf yapan-8:Cakir F, Seker B.S, Durmus A, Dogangun A, Uysal H, (2014), Seismic assessment of a historical masonry mosque by experimental tests and finite element analyses, KSCE Journal of Civil Engineering, July 2014. DOI 10.1007/s12205-014-0468-4

Atıf yapan-7: Borria A, Castoria G, Corradi M, (2014), Determination of Shear Strength of Masonry Panels Through Different Tests, International Journal of Architectural Heritage: Conservation, Analysis, and Restoration,

Atıf yapan-6: Ates Ş, Kahya V, Yurdakul M, Adanur S, (2013), Damages on reinforced concrete buildings due to consecutive earthquakes in Van, Soil Dynamics and Earthquake Engineering, 53: 109–118.

Atıf yapan-5: Khalfan M, (2013), Fragility curves for residential buildings in developing countries: a case study on non-engineered unreinforced masonry homes In Bantul, Indonesia, Open Access Dissertations and Theses. Paper 7691, McMaster University

Atıf yapan-4: Sayın E, Yön B, Calayır Y, Karaton M, (2013), Failures of masonry and adobe buildings during the June 23, 2011 Maden-(Elazığ) earthquake in Turkey, Engineering Failure Analysis, 34: 779–791.

Atıf yapan-3: Yılmaz N, Avşar Ö, (2013), Structural damages of the May 19, 2011, Kütahya–Simav earthquake in Turkey, Natural Hazards, 69: 1, 981-1001.

Atıf yapan-2: Doğangün A, Sezen H, (2012), Seismic vulnerability and preservation of historical masonry mosques, Earthquakes and Structures, 3:1, 83-95.

Atıf yapan-1: Pekmezci By, Kafesçioğlu R, Agahzadeh E, (2012), Improved performance of earth structures by lime and gypsum addition, METU JFA, 2012/2 (29:2) 205-221

?Atıf yapılan (makale):Livaoğlu R, Çakır T, Doğangün A, Aytekin M, (2011), Effects of backfill on seismic behavior of rectangular tanks, Ocean Engineering, 38: 10, 1161-1173.

Atıf yapan-8: Khanmohammad M, Rad PL, Ghalandarzadeh A, (2017), Experimental study on dynamic behavior of buried concrete rectangular liquid storage tanks using shaking table, Bulletin of Earthquake Engineering, 1–30, First Online: 24 February 2017

Atıf yapan-7: Maedeh P A, Ghanbari A, Wu W, (2017), A new analytical model for natural period analysis of elevated tanks considering fluid-structure-soil interaction, Journal of GeoEngineering, 12: 1, 1-12.

Atıf yapan-6: Rezaiee-Pajand M, Kazemiyan MS, (2016), Analytical solution for free vibration of flexible 2D rectangular tanks, Ocean Engineering, 122, 118–135

Atıf yapan-5: Cakir T, (2014), Influence of wall flexibility on dynamic response of cantilever retaining walls, Structural Engineering and Mechanics, 49:1, 1-22

Atıf yapan-4: Cakir T, (2014), Backfill and subsoil interaction effects on seismic behavior of a cantilever wall, Geomechanics and Engineering, 6:2, 117-138

Atıf yapan-3: Cakir T, (2013), Evaluation of the effect of earthquake frequency content on seismic behavior of cantilever retaining wall including soil-structure interaction, Soil Dynamics and Earthquake Engineering, 45: 96-111

Atıf yapan-2: Cakir T, Livaoglu R. (2013), Experimental analysis on FEM definition of backfill-rectangular tank-fluid system, Geomechanics and Engineering, 5:2, 165-185

Atıf yapan-1: Cakir T, Livaoglu R. (2012), Fast practical analytical model for analysis of backfill-rectangular tank-fluid interaction systems, Soil Dynamics and Earthquake Engineering, 37, 24–37.

?Atıf yapılan (makale): Dogangun A, Karaca Z, Durmus A, Sezen H, (2009), Cause of damage and failures in silo structures, Journal of Performance of Constructed Facilities, 23:2, 65-71

Atıf yapan-43: Rahbari SHE, Saberi A.A, Park H, Vollmer J, (2017), Characterizing rare fluctuations in soft particulate flows, Nature Communications, 8: (11).

Atıf yapan-42: Raeesi A, Ghaednia H, Zohrehheydariha J, Das S, (2017), Failure analysis of steel silos subject to wind load, Engineering Failure Analysis, 79: 749-761

Atıf yapan-41: Kanyilmaz, A, Castiglioni C A, (2017), Reducing the seismic vulnerability of existing elevated silos by means of base isolation devices, Engineering Structures, 143: 477–497

Atıf yapan-40: Wójcik M, Sondej M, Rejowski K, Tejchman J, (2017), Full-scale experiments on wheat flow in steel silo composed of corrugated walls and columns, Powder Technology, 311, 537 - 555

Atıf yapan-39: Delarue M, Hartung J, Schreck C, Gniewek P, Hu L, Herminghaus S, Hallatschek O, (2016), Self-driven jamming in growing microbial populations, Nature Physics, Published online 09 May 2016, doi:10.1038/nphys3741

Atıf yapan-38: Guo K, Zhou C, Meng L, Zhang X, (2016), Seismic vulnerability assessment of reinforced concrete silo considering granular materialstructure interaction, The Structural Design of Tall and Special Buildings, 25: 18, 1011–1030

Atıf yapan-37: Maiti R, Meena S, Das G, Das PK, (2016), Flow field during eccentric discharge from quasitwo dimensional silos–extension of the kinematic model with validation, AICHE Journal, doi:10.1002/aic.15149.

Atıf yapan-36: Silvestri S, Ivorra S, Di Chiacchio L, Trombetti T, Foti D, Gasparini G, Pieraccini L, Dietz M, Taylor C, (2016), Shaking-table tests of flat-bottom circular silos containing grain-like material, Earthquake Engineering & Structural Dynamics, 45:1, 69-89  

Atıf yapan-35: Cheung AB, Calil C, Bertocini SR, (2015), Investigação estrutural de silos metálicos e de concreto no Brasil, XIII Congresso Latino-Americano de Patologia da Construção, At Lisboa-Pt, September 2015

Atıf yapan-34: Da Silva MCAT, Carvalho LDS, (2015), Ferramenta computacional para dimensionamento de silo unicelular de concreto armado - parte I: Silo de seção circular, DOI: 10.1590/1809-4430- Engenharia Agrícola, 35: 2, 378-389. http://dx.doi.org/10.1590/1809-4430-Eng.Agríc.v35n2p378-389/2015

Atıf yapan-33: Durmuş A, Livaoglu R, (2015), A simplified 3 DOF model of A FEM model for seismic analysis of a silo containing elastic material accounting for soil–structure interaction, Soil Dynamics and Earthquake Engineering, 77:1-14, doi:10.1016/j.soildyn.2015.04.015

Atıf yapan-32: Gallego E, Ruiz A, Aguado PJ, (2015), Simulation of silo filling and discharge using ANSYS and comparison with experimental data, Computers and Electronics in Agriculture, 118: 281–289.

Atıf yapan-31: Gutiérrez G, Colonnello C, Boltenhagen P, Darias JR, Peralta-Fabi R, Brau F, Clément E, (2015), Silo collapse under granular discharge, Physical Review Letters, 114, 018001 , doi:10.1103/PhysRevLett.114.018001.

Atıf yapan-30: Khalil MW, Taher Salah Eldin TA. Hassan HB,. El-Sayed Kh, Abdel Hamid Z, (2015) Electrodeposition of Ni–GNS–TiO2 nanocomposite coatings as anticorrosion film for mild steel in neutral environment, Surface and Coatings Technology, 275: 98–111, doi:10.1016/j.surfcoat.2015.05.033

Atıf yapan-29: Livaoğlu R, Durmuş A, (2015), Investigation of wall flexibility effects on seismic behavior of cylindrical silos, Structural Engineering and Mechanics, 53: 1, doi: 10.12989/sem.2015.53.1.000

Atıf yapan-28: Jagtap P, Chakraborty T, Matsagar V, (2015), Nonlinear dynamic behavior of granular materials in base excited silos, Mechanics of Advanced Materials and Structures, 22: 4, 313-323. doi:10.1080/15376494.2014.947821

Atıf yapan-27: Uckan E, Akbas B, Shen J, Wen R, Turandar K, Erdik M, (2015), Seismic performance of elevated steel silos during Van earthquake, October 23, 2011, Natural Hazards, 75: 1, 265-287

Atıf yapan-26: Yalciner H, Sensoy S, Eren O, 2015, Seismic performance assessment of a corroded 50-year-old reinforced concrete building, Journal of Structural Engineering, 141: 12, doi: 10.1061/(ASCE)ST.1943-541X.0001263

Atıf yapan-25: Windows-Yule RK,·Tunuguntla DR. Parker DJ (2015), Numerical modelling of granular flows: a reality check, Computational Particle Mechanics, 1-22, doi:10.1007/s40571-015-0083-2 C

Atıf yapan-24: Widisinghe S, Sivakugan N, (2015), Vertical Stress Isobars for Silos and Square Backfilled Mine Stopes, International Journal of Geomechanics, doi:10.1061/(ASCE)GM.1943-5622.0000499

Atıf yapan-23: Zeng C, Feng W, (2015), Strength properties of wheat in triaxial tests, Journal Of The Chinese Cereals and Oils Association 30: 5, 96-101.

Atıf yapan-22: Zhang BY, Li HH, Wang W, (2015), Numerical study of dynamic response and failure analysis of spherical storage tanks under external blast loading, Journal of Loss Prevention in the Process Industries, 34, 209–217, doi:10.1016/j.jlp.2015.02.008

Atıf yapan-21: Elia G, Rouainia M, (2014), Performance evaluation of a shallow foundation built on structured clays under seismic loading, Bulletin of Earthquake Engineering, 12: 4, 1537-1561.

Atıf yapan-20: Abdel-Rahim HHA, (2014), Response the cylindrical elevated wheat storage silos to seismic loading, IOSR Journal of Engineering (IOSRJEN), 04: 01, 42-55.

Atıf yapan-19: Eren Uckan E, Akbas B, Shen J, Wen R, Turandar K, Erdik M, (2014), Seismic performance of elevated steel silos during Van earthquake, October 23, 2011, Natural Hazards, DOI: 10.1007/s11069-014-1319-9.

 Atıf yapan-18: Elia, G. and Rouainia, M. (2014), Performance evaluation of a shallow foundation built on structured clays under seismic loading, Bulletin of Earthquake Engineering.

Atıf yapan-17: Lopez Neto JP, Nascimento JWB, Rafael C. Silva RC, (2014), Forças de atrito em silos verticais de paredes lisas em diferentes relações altura/diâmetro, Eng. Agríc., Jaboticabal, v.34, n.1, p.8-16, jan./fev.

Atıf yapan-16: Sondej M, Wójcik M, Iwicki P, Tejchman J, (2014), Comparative buckling analysis of cylindrical steel silos with flat or corrugated sheets, Shell Structures: Theory and Applications - Proceedings of the 10th SSTA 2013 Conference,3, 235-238

Atıf yapan-15: Widisinghe S, Nagaratnam S, (2014), Vertical stresses within granular materials in containments, International Journal of Geotechnical Engineering,

Atıf yapan-14: Cambau T, Hure J, Marthelot J, (2013), Local stresses in the Janssen granular column, Physical Review E, statistical, nonlinear, and soft matter physics, E 88, 022204.

Atıf yapan-13: Couto A., Ruiz A, Aguado PJ, (2013) Experimental study of the pressures exerted by wheat stored in slender cylindrical silos, varying the flow rate of material during discharge. Comparison with Eurocode 1 part 4, Powder Technology, 237: 450 – 467.

Atıf yapan-12: Couto A, Ruiz A, Herráez L, Moran J, Aguado PJ, (2013), Measuring pressures in a slender cylindrical silo for storing maize. Filling, static state and discharge with different material flow rates and comparison with Eurocode 1 part 4, Computers and Electronics in Agriculture, 96: 40 – 56.

Atıf yapan-11: Yin L, Tang G, Guo X, Lai H, (2013), Research on a new double-wall steel insulation silo with multiple bolted joints: Part I: Structure system, Advanced Steel Construction, 9:4, 369-382 

Atıf yapan-10: Alenzi A F, (2012), Modeling of consolidation and flow of granular material under varying conditions, PhD Thesis, University of Pittsburgh,

Atıf yapan-9: Couto A, Ruiz A, Aguado PJ, (2012), Design and instrumentation of a mid-size test station for measuring static and dynamic pressures in silos under different conditions - Part I: Description, Computers and Electronics in Agriculture, 85, 164 – 173.

Atıf yapan-8: Moslemi M, Kianoush, MR, (2012), Parametric study on dynamic behavior of cylindrical ground-supported tanks, Engineering Structures, 42: 214–230.

Atıf yapan-7: Silvestri S, Gasparini G, Trombetti T, Foti D, (2012), On the evaluation of the horizontal forces produced by grain-like material inside silos during earthquakes, Bulletin of Earthquake Engineering, 10: 1535–1560.

Atıf yapan-6: Trombetti T, Silvestri S, Gasparini G, Foti D, Chorro SI, (2012), Pressure profiles exerted by grain-like material on the silo walls in accelerated conditions, 15WCEE.

Atıf yapan-5: Widisinghe S, Nagaratnam S, (2012), Vertical stresses within granular materials in silos, ANZ 2012 Conference Proceedings, pp. 590-595.

Atıf yapan-4: Elia G, Rouainia M, (2011), Simulation of the dynamic behaviour of a sugar silo founded on a cemented soil, ANIDIS14, Bari.

Atıf yapan-3: Korkmaz KA, Sari A, Carhoglu AI, (2011), Seismic risk assessment of storage tanks in Turkish industrial facilities, Journal of Loss Prevention in the Process Industries, 24:4, 314-320.

Atıf yapan-2: Sun Y D, Wang Y P, (2011), Collapse Reasons analysis of a large steel silo, Advanced Materials Research, 647-650, 10.4028/www.scientific.net/AMR.368-373.647

Atıf yapan-1: Patra P, Samanta AK, Ray P, (2010), Assessment of transverse deformation of wall of elevated RC cylindrical empty silo under wind load, Journal of the Institution of Engineers (India). Civil Engineering Division, 91, 9-17.

?Atıf yapılan (makale): Sezen H, Livaoğlu R, Doğangün A, (2008), Dynamic analysis and seismic performance evaluation of above-ground liquid-containing tanks, Engineering Structures, 30: 794-803.

Atıf yapan-36: Compagnoni ME,  Curadelli O, (2017), Experimental and numerical study of the response of cylindrical steel tanks under seismic excitation, International Journal of Civil Engineering, 1–13

Atıf yapan-35: Phan HN, Paolacci F, Bursi OS, Tondini N, (2017), Seismic fragility analysis of elevated steel storage tanks supported by reinforced concrete columns, Journal of Loss Prevention in the Process Industries, Available online 27 February 2017.

Atıf yapan-34: Spritzer JM, Guzey S, (2017), Review of API 650 Annex E: Design of large steel welded aboveground storage tanks excited by seismic loads, Thin-Walled Structures, 112:March, 41–65

Atıf yapan-33: Spritzer JM, Guzey S, (2017), Review of API 650 Annex E: Design of large steel welded aboveground storage tanks excited by seismic loads, Thin-Walled Structures, 112:March, 41–65

Atıf yapan-32: Safari S, Tarinejad R, (2016), Parametric study of stochastic seismic responses of base-isolated liquid storage tanks under near-fault and far-fault ground motions, Journal of Vibration and Control, 01-18.

Atıf yapan-31: Phan HN, Paolacci F, Corritore D, Akbas B, Uckan E., Shen JJ, (2016), Seismic vulnerability mitigation of liquefied gas tanks using concave sliding bearings, Bulletin of Earthquake Engineering, 14: 11, 3283-3299

Atıf yapan-30: Phan HN, Paolacci F, Alessandri S, Hoang PH, (2016), Vulnerability-based design of sliding concave bearings for the seismic isolation of steel storage tanks, American Society of Mechanical Engineers, Pressure Vessels and Piping Division

Atıf yapan-29: Yazdanian M, Razavi SV, Mashal M, (2016), Seismic analysis of rectangular concrete tanks by considering fluid and tank interaction, Journal of Solid Mechanics, 8: 2 435-445

Atıf yapan-28: Zhao C, Chen J, Xu Q, Wang J, Wang B, (2016), Investigation on sloshing and vibration mitigation of water storage tank of AP1000, Annals of Nuclear Energy, 90: 331-342

Atıf yapan-27: Tsouvalas A, Metrikine AV, (2016), Seismic response of the outer shell of a liquefied natural gas storage tank using a semi-analytical dynamic substructuring technique, Int. J. Earthquake and Impact Engineering, Vol. 1, No. 1/2,

Atıf yapan-26: Lu D, Liu Y, Zeng X, (2015), AP1000 Shield Building Dynamic Response for Different Water Levels of PCCWST Subjected to Seismic Loading considering FSI, Science and Technology of Nuclear Installations, Article ID 840507, 8 pages, http: //dx.doi.org/10.1155/2015/840507.

Atıf yapan-25: Uçkan E, Akbas B, Paolacci F, Abali E, Earthquake protection of liquid storage tanks by sliding isolation bearings, ASME 2015 Pressure Vessels & Piping Conference PVP2015, Volume: 8,

Atıf yapan-24: Paolacci F, (2015), On the Effectiveness of Two Isolation Systems for the Seismic Protection of Elevated Tanks, Journal of Pressure Vessel Technology, 137: 3, 031801, doi: 10.1115/1.4029590

Atıf yapan-23: Zhang BY, Li HH, Wang W, (2015), Numerical study of dynamic response and failure analysis of spherical storage tanks under external blast loading, Journal of Loss Prevention in the Process Industries, 34: 209–217, doi:10.1016/j.jlp.2015.02.008

Atıf yapan-22: Hernández H, Hernández A, Valdés G, (2015), Efecto del oleaje no lineal en tanques de almacenamiento sometidos a sismos intensos, Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería, 31: 3, 198–206, doi:10.1016/j.rimni.2014.09.002.

Atıf yapan-21: Xu, C.Q., Jia, G.Z., Gao, R.L., Gao, X. (2014), Studies on impact force caused by sloshing of new type water transporting tank on basis of ADINA, Applied Mechanics and Materials, 442: 216-220.

Atıf yapan-20: Elkholy SA, Elsayed AA; Ariss BE; Sadek SA, (2014), Optimal finite element modelling for modal analysis of liquid storage circular tanks, International Journal of Structural Engineering (IJSTRUCTE), 5: 3.

Atıf yapan-19: Paolacci F, Giannini R, De Angelis M, (2013), Seismic response mitigation of chemical plant components by passive control techniques, Journal of Loss Prevention in the Process Industries, 26:5, 924-935.

Atıf yapan-18: Curadelli O, (2013), Equivalent linear stochastic seismic analysis of cylindrical base-isolated liquid storage tanks, Journal of Constructional Steel Research, 83, 166–176.

Atıf yapan-17: Jia, S., Zhao, Y., Xu, C., Tan, J.  (2012), Dynamic analysis and seismic performance evaluation of fluid-filled tank considering liquid sloshing Proceedings of the 12th International Symposium on Structural Engineering, ISSE 2012, 1055-1059

Atıf yapan-16: Omidinasab F, Shakib H, (2012), Seismic response evaluation of the RC elevated water tank with fluid-structure interaction and earthquake ensemble, KSCE Journal of Civil Engineering, 16: 3, 366-376.

Atıf yapan-15: Moslemi M, Kianoush, MR, (2012), Parametric study on dynamic behavior of cylindrical ground-supported tanks, Engineering Structures, 42: 214–230.

Atıf yapan-14: Masoudia M, Eshghib S, Ghafory-Ashtiany M, (2012), Evaluation of response modification factor (R) of elevated concrete tanks, Engineering Structures, 3: 199–209.

Atıf yapan-13: Paolacci F, Giannini R, De Angelis M, (2012), Analysis of the Seismic Risk of Major-Hazard Industrial Plants and Applicability of Innovative Seismic Protection Systems, http://cdn.intechopen.com/pdfs/34200/InTech-....pdf

Atıf yapan-12: Algreane GAI, Osman SA, Karim OA, Kasa A, (2011), behavior of elevated concrete water tank subjected to artificial ground motion, Electronic Journal of Geotechnical Engineering, 16: 387-406.

Atıf yapan-11: Curadelli O, (2011), Seismic reliability of spherical containers retrofitted by means of energy dissipation devices, Engineering Structures, 33: 9, 2662-2667.

Atıf yapan-10: Khouri M.F, Elias W.J, (2011), On the evaluation of hydrodynamic forces in shallow circular storage tanks due to seismic action, AES-ATEMA International Conference Series - Advances and Trends in Engineering Materials and their Applications , 73-80

Atıf yapan-9: Korkmaz KA, Sari A, Carhoglu AI, (2011), Seismic risk assessment of storage tanks in Turkish industrial facilities, Journal of Loss Prevention in the Process Industries, 24:4, 314-320.

Atıf yapan-8: Shakib H, Omidinasab F, (2011), Effect of earthquake characteristics on seismic performance of RC elevated water tanks considering fluid level within the vessels, Arabian Journal for Science and Engineering, 36: 2, 227-243, DOI: 10.1007/s13369-010-0029-1.

Atıf yapan-7: Soroushnia S, Tafreshib Sh. T, Omidinasab F, Beheshtiand N, Soroushniae S, (2011), Seismic Performance of RC Elevated Water Tanks with Frame Staging and Exhibition Damage Pattern, Procedia Engineering, 3076-3087

Atıf yapan-6: Shakib H, Omidinasab F, Ahmadi M.T, (2010), Seismic demand evaluation of elevated reinforced concrete water tanks, International Journal of Civil Engineering, 8: 3, 204-220.

Atıf yapan-5: Curadelli O, Ambrosini D, Mirasso A, Amani M. (2010), Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement, Journal of Fluids and Structures, 26: 1, 148-159.

Atıf yapan-4: Di Nardo A, Langella G, Mele D, Noviello C, (2009), Sloshing phenomenon analysis in liquid fuels storage tanks subject to seismic event, International Journal of Heat and Technology, 27: 2, 39-48.

Atıf yapan-3: Ahari MN, Eshghi S, Ashtiany MG, (2009), The tapered beam model for bottom plate uplift analysis of unanchored cylindrical steel storage tanks, Engineering Structures, 31: 3, 623–632.

Atıf yapan-2: Dogangun A, Karaca Z, Durmus A, Sezen H, (2009), Cause of damage and failures in silo structures, Journal of Performance of Constructed Facilities 23:2, 65-71

Atıf yapan-1: Zhou MF, Zhang YQ, (2009), Dynamic characteristic analysis of elastic fluid-filled tank considering liquid sloshing  Zhongguo Shiyou Daxue Xuebao (Ziran Kexue Ban)/Journal of China University of Petroleum (Edition of Natural Science), 33: 5, 114-118+129.

?Atıf yapılan (makale): Sezen H, Acar R, Doğangün A, Livaoğlu R, (2008), Dynamic analyses and seismic performances of reinforced concrete minarets, Engineering Structures, 30: 2253–2264

Atıf yapan-21: Erdil B, Tapan M, Akkaya İ, Korkut F (2017), Effects of structural parameters on seismic behaviour of historical masonry minaret, Periodica Polytechnica Civil Engineering, paper 10687

Atıf yapan-20: Zohar M, Rubin R, Salamon A, (2015), Why is the minaret so short? evidence for earthquake damage on mt zion, Palestine Exploration Quarterly, 147:3,230-246,doi: 10.1179/1743130114Y.0000000016

Atıf yapan-19: Ural A, Fırat FK, (2015), Evaluation of masonry minarets collapsed by a strong wind under uncertainty, Natural Hazards. 76: 2. 999-1018.

Atıf yapan-18:Türkeli E, Livaoğlu R, Doğangün A, (2015), Dynamic response of traditional and buttressed reinforced concrete minarets, Engineering Failure Analysis, 49: 31-48.

Atıf yapan-17:Karaca Z, Türkeli E, Günaydın M, Adanur S, (2015), Dynamic responses of industrial reinforced concrete chimneys strengthened with fiberreinforced polymers, The Structural Design of Tall and Special Buildings, 24: 3, 228–241, doi: 10.1002/tal.1163

Atıf yapan-16:Şeker BŞ, Çakır F, Doğangün A, Durmuş A, (2015), Sonlu elemanlar yöntemiyle tarihi Erzurum Lala Paşa Cami’nin yapısal davranışının incelenmesi, Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 21: 3,

Atıf yapan-15: Abdel-Motaal M A, (2014), Effect of piles on the seismic response of mosques minarets. Ain Shams Engineering Journal, 5: 1, 29–40.

Atıf yapan-14: Türkeli E, (2014), Determination and comparison of wind and earthquake responses of reinforced concrete minarets, Arabian Journal for Science and Engineering, 39: 5, 3665-3680.

Atıf yapan-13: Altunışık AC, (2013), Comparison of earthquake behavior of reinforced concrete minarets using fiber-reinforced polymer composite, The Structural Design of Tall and Special Buildings , DOI: 10.1002/tal.731.

Atıf yapan-12: Ran Y, Kou WF, Xing GH, (2013), A Study of the Earthquake-Resistance Performance of Frame Structures with Different Types of Stairs, Advanced Materials Research, 510: 791-793.

Atıf yapan-11: Sun H, Zhang A, Cao J, (2013), Earthquake response analysis for stairs about frame structure, Engineering Failure Analysis, 33: 490-496

Atıf yapan-10: Turk A.M, (2013), Seismic response analysis of masonry minaret and possible strengthening by fiber reinforced cementitious matrix (FRCM) materials, Advances in Materials Science and Engineering, art. no. 952497.

Atıf yapan-9: Ural A. (2013), 19th may 2011 simav (kütahya) earthquake and response of masonry halil aga mosque, Earthquake and Structures, 4:6, 671-683.

Atıf yapan-8: Ural A, Doǧangün A, Meraki Ş, (2013), Response evaluation of historical crooked minaret under wind and earthquake loadings, Wind and Structures, An International Journal, 17:3, 345-359 

Atıf yapan-7: Calayir Y, Sayin E, Yon B, (2012), Performance of structures in the rural area during the March 8, 2010 Elazig-Kovancilar earthquake, Natural Hazards, 61: 2, 703-717.

Atıf yapan-6: Dogangun A, Sezen H, (2012), Seismic vulnerability and preservation of historical masonry monumental structures, Earthquake and Structures, 3:, 83-95.

Atıf yapan-5: Tabeshpour MR, (2012), Nonlinear dynamic analysis of chimney-like towers, Asian Journal Of Civil Engineering (Building And Housing) 13: 1, 97-112

Atıf yapan-4: Turk A.M, Cosgun C, (2012), Seismic behaviour and retrofit of historic masonry minaret, Gradjevinar, 64:1, 39-45.

Atıf yapan-3: Kumarci K, Kamali MK , Dehkordi AB, (2011), Dynamic analysis of concrete minaret using gene expression programming, 2nd International Conference on Construction and Project Management, IPEDR vol.15 (2011) © (2011) IACSIT Press, Singapore.

Atıf yapan-2: Adanur S, Akköse M, Ateş Ş, Bayraktar A, (2010), Performance of Slender Buildings during the December 20 and 27, 2007 Bala (Ankara) Earthquakes in Turkey, 14 ECEE, Ohrid.

Atıf yapan-1: Turk A.M, Cosgun C, (2010), Retrofit of the masonry minaret of historical mosque with FRP: A case study, Structures and Architecture- Proceedings of the 1st International Conference on Structures and Architecture, ICSA 2010, 1458-1465

?Atıf yapılan (makale): Doğangün A, Acar R, Sezen H, Livaoğlu R, (2008), Investigation of dynamic response of masonry minaret structures, Bulletin of Earthquake Engineering, 6:505–517.

Atıf yapan-34: Erdil B, Tapan M, Akkaya İ, Korkut F (2017), Effects of structural parameters on seismic behaviour of historical masonry minaret, Periodica Polytechnica Civil Engineering, paper 10687

Atıf yapan-33: A. C. Altunisik AC, Adanur S, Genc AF, Gunaydin M, Okur FY, (2016), An Investigation of the Seismic Behaviour of an Ancient Masonry Bastion Using Non-Destructive and Numerical Methods, Experimental Mechanics, 1–15

Atıf yapan-32: Cakir F, Kocyigit F, (2016), Architectural and structural analysis of historical structures, Građevinar, 7: 571-580.

Atıf yapan-31: Breccolotti M, Materazzi AL, (2016), The role of the vertical acceleration component in the seismic response of masonry chimneys, Materials and Structures, 49: 1, 29–44

Atıf yapan-30: Shakya M, Varum H, Vicente R, (2016), Empirical Formulation for Estimating the Fundamental Frequency of Slender Masonry Structures, International Journal of Architectural Heritage: Conservation, Analysis, and Restoration 10: 1, 55–66,

Atıf yapan-29: Cakir F, Uckan E, Shen J, Seker S, (2016), Seismic performance evaluation of slender masonry towers: a case study, The Structural Design of Tall And Special Buildings, 25: 4, 193–212

Atıf yapan-28: Erkal A, (2016), Transmission of traffic-induced Vibrations on and around the minaret of Little Hagia Sophia, International Journal of Architectural Heritage, Conservation, Analysis, and Restoration, 1-14

Atıf yapan-27: Clemente P, Saitta F, Buffarini G, Platania L, (2015), Stability and seismic analyses of leaning towers: The case of the minaret in Jam, The Structural Design of Tall And Special Buildings, 24:1, 40-58.

Atıf yapan-26: Hejazi M, Moayedian SM, Daei M, (2015), Structural analysis of Persian historical brick masonry minarets, Journal of Performance of Constructed Facilities, doi:10.1061/(ASCE)CF.1943-5509.0000746

Atıf yapan-25: Lagomarsino S, Cattari S, (2015), PERPETUATE guidelines for seismic performance-based assessment of cultural heritage masonry structures, Bulletin of Earthquake Engineering, 13: 13-47

Atıf yapan-24: Park H-J, Kim D-S, (2015), Evaluation of seismic behaviour of Cheomseongdae using dynamic centrifuge model test, Earthquake Engineering & Structural Dynamics, 44: 5, 695–711, doi: 10.1002/eqe.2482

Atıf yapan-23: Cakir F, Uckan E, Shen J, Seker BS, Akbas B, (2015), Seismic damage evaluation of historical structures during Van earthquake, October 23, 2011. Engineering Failure Analysis.58: 249–266.

Atıf yapan-22: Cakir F, Uckan E, Shen J, Seker BS, Akbas B, (2015), Seismic performance evaluation of slender masonry towers: a case study, The Structural Design of Tall and Special Buildings,  25: 4, 193-212

Atıf yapan-21: Ural A, Fırat FK, (2015), Evaluation of masonry minarets collapsed by a strong wind under uncertainty, Natural Hazards. 76: 2. 999-1018.

Atıf yapan-20: Zohar M, Rubin R, Salamon A, (2015), Why is the minaret so short? evidence for earthquake damage on mt zion, Palestine Exploration Quarterly, 147: 3, 230-246, doi: 10.1179/1743130114Y.0000000016

Atıf yapan-20:Cakir F, Seker B.S, Durmus A, Dogangun A, Uysal H, (2014), Seismic assessment of a historical masonry mosque by experimental tests and finite element analyses, KSCE Journal of Civil Engineering, July 2014. DOI 10.1007/s12205-014-0468-4

Atıf yapan-19: Abdel-Motaal M A, (2014), Effect of piles on the seismic response of mosques minarets. Ain Shams Engineering Journal, 5: 1, 29–40.

Atıf yapan-18: Park HJ, Kim DS, Choo YW , (2014), Evaluation of the seismic response of stone pagodas using centrifuge model tests, Bulletin of Earthquake Engineering, 51: 677, 2003 – 2014.

Atıf yapan-17: Paolo C, Saitta F, Buflarini G, Platania L, (2014), Stability and seismic analyses of leaning towers: the case of the minaret in Jam. The Structural Design of Tall and Special Buildings. DOI: 10.1002/tal.1153

Atıf yapan-16: Türkeli E, (2014), Determination and comparison of wind and earthquake responses of reinforced concrete minarets, Arabian Journal for Science and Engineering, 39: 5, 3665-3680.

Atıf yapan-15: Altunişik A.C, (2013), Comparison of earthquake behavior of reinforced concrete minarets using fiber-reinforced polymer composite, Structural Design of Tall and Special Buildings, 22:9, 749-758

Atıf yapan-14: Pekgökgöz RK, Arif Gürel M, Mammadov Z, Çili F, (2013), Dynamic analysis of vertically post-tensioned masonry minarets, Journal of Earthquake Engineering, 17:4, 560-589.

Atıf yapan-13: Turk A.M, (2013), Seismic response analysis of masonry minaret and possible strengthening by fiber reinforced Cementitious matrix (FRCM) materials, Advances in Materials Science and Engineering, art. no. 952497.

Atıf yapan-12: Ural A, (2013), 19th May 2011 Simav (Kütahya) earthquake and response of masonry Halil Aga Mosque. Earthquakes and Structures. 671. Volume: 4. Issue: 6. 2013.

Atıf yapan-11: Ural A, Doǧangün A, Meraki Ş, (2013), Response evaluation of historical crooked minaret under wind and earthquake loadings, Wind and Structures, An International Journal, 17:3, 345-359 

Atıf yapan-10: Doğangün A, Sezen H, (2012), Seismic vulnerability and preservation of historical masonry mosques, Earthquakes and Structures, 3:1, 83-95.

Atıf yapan-9: Girardi M, Lucchesi M, Padovani C, Pasquinelli G, Pintucchi B, Zani N, (2012), Numerical methods for slender masonry structures: A comparative study, Proceedings of the Eleventh International Conference on Computational Structures Technology, Paper:118.

Atıf yapan-8: Oliveira CS, Çaktı E, Stengel D, Branco M, (2012), Minaret behavior under earthquake loading: The case of historical Istanbul, Earthquake Engineering and Structural Dynamics, 41,1 , 19-39.

Atıf yapan-7: Tabeshpour M.R, (2012), Nonlinear dynamic analysis of chimney-like towers, Asian Journal of Civil Engineering, 13:1, 97-112.

Atıf yapan-6: Turk A.M, Cosgun C, (2012), Seismic behaviour and retrofit of historic masonry minaret, Gradjevinar, 64:1, 39-45.

Atıf yapan-5: Portioli F, Mammana O, Landolfo R, Mazzolani FM, Krstevska L, Tashkov L, Gramatikov K, (2011), Seismic retrofitting of Mustafa Pasha Mosque in Skopje: Finite element analysis, Journal of Earthquake Engineering, 15:4, 620-639.

Atıf yapan-4: Adanur S, Akköse M, Ateş Ş, Bayraktar A, (2010), Performance of Slender Buildings during the December 20 and 27, 2007 Bala (Ankara) Earthquakes in Turkey, 14 ECEE, Ohrid.

Atıf yapan-3: Callieri M, Corsini M, Girardi M, Padovani C, Pagni A, Pasquinelli G,  Scopigno R, (2010), The “Rognosa” Tower in San Gimignano: Digital Acquisition and structural analysis, Proceedings of the Tenth International Conference on Computational Structures Technology, Civil-Comp Press, Stirlingshire, Scotland.

Atıf yapan-2: Portioli F, Mammana O, Landolfo R, Mazzolani F.M, (2010), Seismic assessment of historical mosques under exceptional earthquakes: A case study in Skopje, Urban Habitat Constructions under Catastrophic Events (Proceedings) – Mazzolani (Ed)., © 2010 Taylor & Francis Group, London, ISBN 978-0-415-60685-1

Atıf yapan-1: Turk A.M, Cosgun C, (2010), Retrofit of the masonry minaret of historical mosque with FRP: A case study, ICSA 2010 - 1st International Conference on Structures & Architecture, July 21-23 July, 2010 in Guimaraes, Portugal

?Atıf yapılan (makale): Ural A, Oruç Ş, Doğangün A, Tuluk Öİ, (2008), Turkish historical arch bridges and their deteriorations and failures, Engineering Failure Analysis, 15, 43–53.

Atıf yapan-26: Amin H. Almasri AH, Al-Waked QF, (2016), Inspection and numerical analysis of an Ottoman railway bridge in Jordan, Hindawi Publishing Corporation, Advances in Materials Science and Engineering,Volume 2016, Article ID 9039483, 7 pages http://dx.doi.org/10.1155/2016/9039483

Atıf yapan-25: Conde B, Drosopoulos GA, Stavroulakis GE, Stavroulaki ME, (2016), Inverse analysis of masonry arch bridges for damaged condition investigation: Application on Kakodiki bridge, Engineering Structures, 127: 388-401

Atıf yapan-24: Isopescu B, (2016), Analysis of the behaviour of traditional joints- effects of extreme climatic conditions, MSc Thesis, Advanced Masters In Structural Analysis Of Monuments And Historical Constructions

Atıf yapan-23: Bayraktar A, Türker T, Altunişik AC, (2015), Experimental frequencies and damping ratios for historical masonry arch bridges, Construction and Building Materials, 75: 234 – 241

Atıf yapan-22: Altunisik AC, Bayraktar A, Genc AF, (2015), Determination of the restoration effect on the structural behavior of masonry arch bridges, Smart Structures and Systems,16:1, 101-139.

Atıf yapan-21: Gencturk B, Mullapudi TRS, Kilic SA, Erdik M, (2014), Capacity assessment of the Titus tunnel bridge using analytical and numerical techniques, Journal of Performance of Constructed Facilities, 28: 2, 349-362.

Atıf yapan-20: Solla M, Riveiro B, Lorenzo H, Armesto J, (2014), Ancient stone bridge surveying by ground-penetrating radar and numerical modeling methods, Journal of Bridge Engineering, 19: 1, 110-119

Atıf yapan-19: Gattesco N, Franceschinis R, Kristek V, Kravtsov A, Rimal J, (2012), Strengthening effectiveness of ancient masonry bridges, Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management , 1055-1062

Atıf yapan-18: Solla M, Lorenzo H, Novo A, Caamaño JC, (2012), Structural analysis of the Roman Bibei bridge (Spain) based on GPR data and numerical modeling, Automation in Construction, 22, 334 – 339.

Atıf yapan-17: Richard P, Zuzana W; Miroslava N, et al (2011), Physical and mechanical properties of the repaired sandstone ashlars in the facing masonry of the Charles Bridge in Prague (Czech Republic) and an analytical study for the causes of its rapid decay, Environmental Earth Sciences, 63: 7-8, 1623-1639.

Atıf yapan-16: Perez-Gracia V, Di Capua D, Caselles O, Rial F; Lorenzo H, Gonzlez-Drigo R, Armesto J, (2011), Characterization of a Romanesque Bridge in Galicia (Spain), International Journal of Architectural Heritage, 5:3, 251-263.

Atıf yapan-15: Prikryl R, Weishauptova Z, Novotna M, Prikrylova J, Stastna A, (2011), Physical and mechanical properties of the repaired sandstone ashlars in the facing masonry of the Charles Bridge in Prague (Czech Republic) and an analytical study for the causes of its rapid decay, Environmental Earth Sciences, 63: 7-8, 1623-1639, DOI 10.1007/s12665-010-0819-5.

Atıf yapan-14: Solla M, Caamano C, Riveiro B, Lorenzo H, (2011), GPR analysis of a masonry arch for structural assessment: Evaluation of historical bridges, 2011 6th International Workshop on Advanced Ground Penetrating Radar, IWAGPR 2011 , art. no. 5963873.

Atıf yapan-13: Solla M, Caamano C, Riveiro B, Lorenzo H, (2011), GPR analysis of a masonry arch for structural assessment, Advanced Ground Penetrating Radar (IWAGPR), 2011 6th International Workshop on 22-24 June 2011, pages 1-6.

Atıf yapan-12: Solla M, Giannopoulos A, Lorenzo H, (2011), GPR numerical modelling based on laser scanner data, HPC-Europa2: Pan-European Research Infrastructure for High Performance Computing.

Atıf yapan-11: Solla M, Lorenzo H, Novo A, Caamaño JC, (2011), Structural analysis of the Roman Bibei bridge (Spain) based on GPR data and numerical modeling, Automation in Construction, doi:10.1016/j.autcon.2011.09.010

Atıf yapan-10: Solla M, Lorenzo H, Novo A, Riveiro B, (2011), Evaluation of ancient structures by GPR (ground penetrating radar): The arch bridges of Galicia (Spain), Scientific Research and Essays, 6: 8, 1877-1884.

Atıf yapan-9: Solla M, Lorenzo H, Rial FI, Novo A, (2011), GPR evaluation of the Roman masonry arch bridge of Lugo (Spain), NDT and E International, Independent Nondestructive Testing and Evaluation 44: 1, 8-12.

Atıf yapan-8: Solla M, Lorenzo H, Riveiro B, Rial FI, (2011), Non-destructive methodologies in the assessment of the masonry arch bridge of Traba, Spain, Engineering Failure Analysis, 18:3, 828-835.

Atıf yapan-7: Uçar T, Şakar G, (2011), Kemerlerin statik analizi için basitleştirilmiş bir yaklaşım, Dumlupınar Üniversitesi, Fen Bilimleri Enstitüsü Dergisi, 24, 35-42.

Atıf yapan-6: Aydın C, (2009), Restoration of historical structures, material and structural point of view, 1st International Conference on Sustainable Built Environment Infrastructures in Developing Countries, ENSET Oran (Algeria) - October 12-14, 2009

Atıf yapan-5: Calderón PA, Adam JM, Payá-Zaforteza, (2009), Failure analysis and remedial measures applied to a RC water tank, Engineering Failure Analysis, 16: 5, 1674-1685.

Atıf yapan-4: Mahmoud AMA, (2009), Evaluation of using ECC and CFRP for strengthening of concrete structures, PhD Thesis, Tottori University, Japan.

Atıf yapan-3: Ospina YM, López JAP, Díaz JG, (2009), The behaviour of a historic masonry arch bridge regarding dynamic loads, Revista Ingeniería E Investigación, 29: 3, 115-120

Atıf yapan-2: Proske D, Van Gelder P, (2009), Damages and repair, Safety of historical stone arch bridges, 217-264, DOI: 10.1007/978-3-540-77618-5_6.

Atıf yapan-1: Gürsoy Ş, Çöl S, (2008), Investigation of masonry arch bridges according to earthquake loads, 8th International Congress on Advances in Civil Engineering, 15-17 September 2008, Eastern Mediterranean University, Famagusta, North Cyprus.

?Atıf yapılan (makale): Livaoglu R, Doğangün A, (2007), Seismic behaviour of cylindrical elevated tanks with a frame supporting system on various subsoil, Indian Journal of Engineering and Materials Sciences, 14: 2, 133-145.

Atıf yapan-7:Telsang KM; Raikar RV; Malipatil KM, (2015), Seismic Response of Cylindrical Elevated Steel Water Tank, IUP Journal of Structural Engineering, 8:4, 7-13.

Atıf yapan-6: Durmuş A, Livaoglu R, (2015), A simplified 3 DOF model of A FEM model for seismic analysis of a silo containing elastic material accounting for soil–structure interaction, Soil Dynamics and Earthquake Engineering, 77:1-14, doi:10.1016/j.soildyn.2015.04.015

Atıf yapan-5: Bhattacharyya S, Ghosh A, (2013), A frequency domain study on the seismic response mitigation of elevated water tanks by multiple tuned liquid dampers, Proceedings of the International Symposium on Engineering under Uncertainty: Safety Assessment and Management, 603-618

Atıf yapan-4: Livaoglu R, Turan A, El Naggar, M.H, Doğangün A, (2012), The numerical and empirical evaluation of structural performance of elevated tanks considering soil–structure interaction effects, Journal of Earthquake and Tsunami, 6:2,1-20.

Atıf yapan-3: Algreane GAI, Osman SA, Karim OA, Kasa A, (2011), Behavior of elevated concrete water tank subjected to artificial ground motion, Electronic Journal of Geotechnical Engineering, 16: 387-406.

Atıf yapan-2: Soroushnia S, Tafreshib Sh. T, Omidinasab F, Beheshtiand N, Soroushniae S, (2011), Seismic Performance of RC Elevated Water Tanks with Frame Staging and Exhibition Damage Pattern, Procedia Engineering, 3076-3087

Atıf yapan-1: Dutta SC, Dutta S, Roy R. (2009), Dynamic behavior of R/C elevated tanks with soil-structure interaction, Engineering Structures, 31: 11, 2617-2629.

?Atıf yapılan (makale): Livaoğlu R, Doğangün A, (2007), Effects of foundation embedment on seismic behaviour of the elevated tanks considering fluid-structure-soil interaction, Soil Dynamics and Earthquake Engineering, 27:855–863.

Atıf yapan-53: Maedeh P A, Ghanbari A, Wu W, (2017), A new analytical model for natural period analysis of elevated tanks considering fluid-structure-soil interaction, Journal of GeoEngineering, 12: 1, 1-12.

Atıf yapan-52: Compagnoni ME,  Curadelli O, (2017), Experimental and numerical study of the response of cylindrical steel tanks under seismic excitation, International Journal of Civil Engineering, 1–13

Atıf yapan-51: Spritzer JM, Guzey S, (2017), Review of API 650 Annex E: Design of large steel welded aboveground storage tanks excited by seismic loads, Thin-Walled Structures, 112:March, 41–65

Atıf yapan-50: Moslemi M, Ghaemmaghami AR, Kianoush MR, (2016), Parametric based study for design of liquid-filled elevated tanks, Canadian Journal of Civil Engineering, 2016, 43(7): 619-630

Atıf yapan-49: Hamza Güllü H, Jaf H S, (2016), Full 3D nonlinear time history analysis of dynamic soil–structure interaction for a historical masonry arch bridge  Environmental Earth Sciences, 75:1421

Atıf yapan-48: Fattah MY, Al-Mosawi MJ,  Al-Ameri AFI, (2016), Vibration response of saturated sand - foundation system, Earthquake and Structures, 11: 1, 83-107

Atıf yapan-47: Mohammed YF, Mosa J. Al-Mosawi & Abbas F. I. Al-Ameri, (2016), Dynamic Response of Saturated Soil - Foundation System Acted upon by Vibration, Journal of Earthquake Engineering, 0: 1-31.

Atıf yapan-46: Safari S, Tarinejad R, (2016), Parametric study of stochastic seismic responses of base-isolated liquid storage tanks under near-fault and far-fault ground motions, Journal of Vibration and Control, 01-18

Atıf yapan-45: Rezaiee-Pajand M, Kazemiyan MS, (2016), Analytical solution for free vibration of flexible 2D rectangular tanks, Ocean Engineering, 122, 118–135

Atıf yapan-44: Hashemi M, Bargi K, (2016), An investigation about effects of fluid-structure-soil interaction on response modification coefficient of elevated concrete tanks, Engineering Structures And Technologies, 8:1, 1-7

Atıf yapan-43: Jadhav A, Gore NG, (2016), Cost optimization of roof top swimming pool, International Research Journal of Engineering and Technology (IRJET), 3:1, 1320-1322,

Atıf yapan-42: Thusoo S, Modi K, Jha AK, Kumar R, (2016), Dynamic soil structure interaction in buildings, International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering,10:5, 602-607

Atıf yapan-41: Durmuş A, Livaoglu R, (2015), A simplified 3 DOF model of A FEM model for seismic analysis of a silo containing elastic material accounting for soil–structure interaction, Soil Dynamics and Earthquake Engineering, 77:1-14, doi:10.1016/j.soildyn.2015.04.015.

Atıf yapan-40: Fattah  M, Salim N, Al-Shammary  WT, (2015), Effect of embedment depth on response of machine foundation on saturated sand, Arabian Journal for Science and Engineering, 40: 11, 3075-3098. doi: 10.1007/s13369-015-1793-8

Atıf yapan-39: Cakir T, (2014), Influence of wall flexibility on dynamic response of cantilever retaining walls, Structural Engineering and Mechanics, 49:1, 1-22

Atıf yapan-38: Cakir T, (2014), Backfill and subsoil interaction effects on seismic behavior of a cantilever wall, Geomechanics and Engineering, 6:2, 117-138

Atıf yapan-37: Karkhaneh YA, Nahvi H, Panahi SH, (2014), Simulation, analysis and optimal design of fuel tank of a locomotive, Structural Engineering and Mechanics, 50:2, 151-161.

Atıf yapan-36: Yu X, Wang S, Su J, Wei X, (2014), Fluid-solid coupling modal analysis of the large-scale LNG storage tank under horizontal seismic excitation, World Information on Earthquake Engineering, 30:1, 132-138

Atıf yapan-35: Bozorgmehrnia S, Ranjbar MM, Madandoust R, (2013), Seismic behavior assessment of concrete elevated water tanks, Journal of Rehabilitation in Civil Engineering 1:2, 1-11

Atıf yapan-34: Cakir T, Livaoglu R. (2013), Experimental analysis on FEM definition of backfill-rectangular tank-fluid system, Geomechanics and Engineering, 5:2, 165-185

Atıf yapan-33: Cakir T, (2013), Evaluation of the effect of earthquake frequency content on seismic behavior of cantilever retaining wall including soil-structure interaction, Soil Dynamics and Earthquake Engineering, 45: 96-111

Atıf yapan-32: Curadelli O, (2013), Equivalent linear stochastic seismic analysis of cylindrical base-isolated liquid storage tanks, Journal of Constructional Steel Research, 83, 166–176.

Atıf yapan-31: Gavrilyuk I, Hermann M, Trotsenko Y, Timokha A, (2013), Studying the coupled eigenoscillations of an axisymmetric tower-elevated tank system by the multimodal method, Journal of Fluids and Structures, 42: 152–165

Atıf yapan-30: Cakir, T., Livaoglu, R. (2012), Fast practical analytical model for analysis of backfill-rectangular tank-fluid interaction systems, Soil Dynamics and Earthquake Engineering, 37, 24–37.

Atıf yapan-29: Jaya V, Dodagoudar G.R, Boominathan A, (2012), Seismic soil–foundation–structure interaction analysis of deeply embedded ventilation stack, J. Earthquake and Tsunami, 06,

Atıf yapan-28: Livaoglu R, Turan A, El Naggar, M.H, Doğangün A, (2012), The numerical and empirical evaluation of structural performance of elevated tanks considering soil–structure interaction effects, Journal of Earthquake and Tsunami, 6:2,1-20.

Atıf yapan-27: Masoudia M, Eshghib S, Ghafory-Ashtiany M, (2012), Evaluation of response modification factor (R) of elevated concrete tanks, Engineering Structures, 3: 199–209.

Atıf yapan-26: Omidinasab F, Shakib H, (2012), Seismic response evaluation of the RC elevated water tank with fluid-structure interaction and earthquake ensemble, KSCE Journal of Civil Engineering, 16: 3, 366-376.

Atıf yapan-25: Algreane GAI, Osman SA, Karim OA,Kasa A, (2011), Behavior of elevated concrete water tank subjected to artificial ground motion, Electronic Journal of Geotechnical Engineering, 16: 387-406.

Atıf yapan-24: Kianoush MR, Ghaemmaghami AR, (2011), The effect of earthquake frequency content on the seismic behavior of concrete rectangular liquid tanks using the finite element method incorporating soil–structure interaction, Engineering Structures 33: 2186–2200.

Atıf yapan-23: Naderi R, Samangany A Y, Talebpour M H, (2011), Seismic Analysis of Buried Tanks According to the Interaction of Fluid and Structure, 5thSASTech 2011, Khavaran Higher-education Institute, Mashhad, Iran

Atıf yapan-22: Seleemah A.A, El-Sharkawy M, (2011), Seismic analysis and modeling of isolated elevated liquid storage tanks, Earthquake and Structures, 2: 397-412

Atıf yapan-21: Shakib H, Omidinasab F, (2011), Effect of earthquake characteristics on seismic performance of RC elevated water tanks considering fluid level within the vessels, Arabian Journal for Science and Engineering, 36: 2, 227-243

Atıf yapan-20: Soroushnia S, Tafreshib Sh. T, Omidinasab F, Beheshtiand N, Soroushniae S, (2011), Seismic Performance of RC Elevated Water Tanks with Frame Staging and Exhibition Damage Pattern, Procedia Engineering, 3076-3087 

Atıf yapan-19: Algreane GAI, Osman SA, Karim OA. Kasa A, (2011), Study the fluid structure interaction due to dynamic response of elevated concrete, Australian Journal of Basic and Applied Sciences, 5: 9, 1084-1087.

Atıf yapan-18: Livaoğlu R, Çakır T, Doğangün A, Aytekin M, (2011), A Nonlinear Finite Element-Based Investigation of the Effects of Backfill and its Internal Friction Angle Variations on Seismic Behavior of Rectangular Drinking Water Storage Tanks, Ocean Engineering, 38: 10, 1161-1173.

Atıf yapan-17: Azadi MRE, Soltani AA, (2010), The Effects of soil-foundation-structure interaction on the dynamic response of Delijan cement-storage silo under earthquake loading, Electronic Journal of Geotechnical Engineering, 15: 1-18.

Atıf yapan-16: Curadelli O, Ambrosini D, Mirasso A, Amani M. (2010), Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement, Journal of Fluids and Structures, 26: 1, 148-159.

Atıf yapan-15:  Dutta SC, Ghatak D, (2010), P-Delta effect in seismic behavior of elevated water tanks incorporating foundation flexibility, Advances in Vibration Engineering, 9: 1, 85-104.

Atıf yapan-14: Olafsson HS, (2010), Concrete walls founded on earthquake areasm. Thesis in Civil Engineering. Reykjavik University.

Atıf yapan-13: Omidinasab F, Soroush Nia S, Shakib H, (2010), Evaluation of the seismic performance of reinforced concrete elevated water tanks using dynamic analysis, 14th ECEE, Ohrid.

Atıf yapan-12: Rebouillat S, Liksonov D, (2010), Fluid-structure interaction in partially filled liquid containers: A comparative review of numerical approaches, Computers and Fluids, 39: 5, 739-746.

Atıf yapan-11: Shakib H, Omidinasab F, Ahmadi M.T, (2010), Seismic demand evaluation of elevated reinforced concrete water tanks, International Journal of Civil Engineering, 8: 3, 204-220.

Atıf yapan-10: Singh Antaal B, Hari Y, Williams D.K, (2010),The application of harmonic finite elements in the seismic response spectrum analysis of a skirt supported vessel, American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP 5 , pp. 605-615

Atıf yapan-9: Vezzoni B, Lo Frano R, Forasassi G, (2010), 6  A preliminary evaluation of a generation IV liquid metal fast reactor due to sloshing and thermal stress, American Society of Mechanical

Atıf yapan-8: Thorhallsson E R, Rikhardsson IS, Olafsson A.M, Olafsson H.S, (2010), Analysis of a squat concrete wall, difference in translation during seismic excitation due to foundation support, 9th US National/10th Canadian Conference on Earthquake Engineering Engineers, Pressure Vessels and Piping Division (Publication) PVP 5, 371-380.

Atıf yapan-7: Dutta SC, Dutta S, Roy R. (2009), Dynamic behavior of R/C elevated tanks with soil-structure interaction, Engineering Structures, 31: 11, 2617-2629.

Atıf yapan-6: Frano RL, Forasassi G, (2008), Dynamic buckling in a next generation metal coolant nuclear reactor, Journal of Achievements in Materials , 29: 2,163-166.

Atıf yapan-5: Gavrilyuk I, Hermann M, Trotsenko V, Trotsenko Yu, Timokha A, (2009), Coupled dynamics of a tower with an elevated wave tank. Part 1: Equations of motion and eigenoscillations, Technical reports at the Faculty of Mathematics and Computer Science (Friedrich-Schiller-Universität Jena).

Atıf yapan-4: Shrimali MK, Jangid RS, (2009), Sliding System for isolation of liquid storage tanks, Advances in Vibration Engineering, 8: 1, 7-16.

Atıf yapan-3: Jaya V, Dodagoudar GR, Boominathan A, (2008), Seismic soil-structure interaction analysis of tall slender structure, International Journal of Geotechnical Engineering, 2: 4, 1938-6362.

Atıf yapan-2: Shrimali MK, (2008), Earthquake response of elevated liquid storage tanks isolated by FPS under bi-direction excitation, Advances in Vibration Engineering, 7: 4, 389-405.

Atıf yapan-1: Jakimavičius T, Ambrasas G, (2007), Efektyvių polinių pamatų įrengimo modeliavimas, 10-oji Lietuvos jaunųjų mokslininkų konferencija, Sekcija STATYBA.

?Atıf yapılan (makale): Doğangün A, Sezen H, Tuluk Öİ, Livaoğlu R, Acar R, (2007), Traditional Turkish Masonry Monumental Structures and their Earthquake Response, International Journal of Architectural Heritage; Conservation, Analysis and Restoration 1 (3):251-271.

Atıf yapan-9: Hacıefendioğlu K, Maraş EE, (2016), Photogrammetry in Documentation and Ambient Vibration Test of Historical Masonry Minarets, Experimental Techniques, 1–11.

Atıf yapan-8: Hacıefendioğlu K, Demir G, Alpaslan E, (2016), Determination of modal parameters of historical masonry minarets by using operational modal analysis, Proceedings of the World Congress on Civil, Structural, and Environmental Engineering (CSEE’16), Prague, Czech Republic – March 30 – 31, 2016, Paper No. ICSENM 104.

Atıf yapan-7: Pintucchi B, Zani N, (2014), Effectiveness of nonlinear static procedures for slender masonry towers, Bulletin of Earthquake Engineering, 12: (6),

Atıf yapan-6: Dogangun A, Sezen H, (2012), Seismic vulnerability and preservation of historical masonry monumental structures, Earthquake and Structures, 3:, 83-95.

Atıf yapan-5: Marazzi F, Tagliabue P, Maria Corbani F, (2011), Traditional vs innovative structural health monitoring of monumental structures: A case study, Structural Control and Health Monitoring, 18: 4, 430-449. Construction Systems.

Atıf yapan-4: Oliveira CS, Çaktı E, Stengel D, Branco M, (2011), Minaret behavior under earthquake loading: The case of historical Istanbul, Earthquake Engineering And Structural Dynamics, DOI: 10.1002/eqe.

Atıf yapan-3: Parzysz B, (2011), From one polygon to another: A distinctive feature of some Ottoman Minarets, Nexus Network Journal, 13: 2, 471-486, DOI: 10.1007/s00004-011-0076-2

Atıf yapan-2: Adanur S, Akköse M, Ateş Ş, Bayraktar A, (2010), Performance of Slender Buildings during the December 20 and 27, 2007 Bala (Ankara) Earthquakes in Turkey, 14 ECEE, Ohrid.

Atıf yapan-1: Sezen H, Acar R, Doğangün A, Livaoğlu R, (2008), Dynamic analyses and seismic performances of reinforced concrete minarets, Engineering Structures, 30:2253–2264

?Atıf yapılan (makale): Livaoğlu R, Doğangün A (2006), Simplified seismic analysis procedures for elevated tanks considering fluid-structure-soil Interaction, Journal of Fluids and Structures vol: 22, 3, 421-439.

Atıf yapan-45: Spritzer JM, Guzey S, (2017), Review of API 650 Annex E: Design of large steel welded aboveground storage tanks excited by seismic loads, Thin-Walled Structures, 112:March, 41–65

Atıf yapan-44: Varughese SS, Philip V, (2017), Effect of bracing system on seismic behavior of rectangular elevated RC water tank, International Research Journal of Engineering and Technology (IRJET), 04: 05, 3200-3023.

Atıf yapan-43: Maedeh P A, Ghanbari A, Wu W, (2017), Investigation of soil structure interaction and wall flexibility effects on natural sloshing frequency of vessels, Civil Engineering Journal 3: 1, 45-56

Atıf yapan-42: Maedeh P A, Ghanbari A, Wu W, (2017), A new analytical model for natural period analysis of elevated tanks considering fluid-structure-soil interaction, Journal of GeoEngineering, 12: 1, 1-12.

Atıf yapan-41: Moslemi M, Ghaemmaghami AR, Kianoush MR, (2016), Parametric based study for design of liquid-filled elevated tanks, Canadian Journal of Civil Engineering, 2016, 43(7): 619-630

Atıf yapan-40: Safari S, Tarinejad R, (2016), Parametric study of stochastic seismic responses of base-isolated liquid storage tanks under near-fault and far-fault ground motions, Journal of Vibration and Control, 01-18

Atıf yapan-39: Cohen Y, Livshits A, Nascimbene R, Comparative approach to seismic vulnerability of an elevated steel tank within a reinforced concrete chimney, Periodica Polytechnica Civil Engineering, paper 9311

Atıf yapan-38: Rezaiee-Pajand M, Kazemiyan MS, (2016), Analytical solution for free vibration of flexible 2D rectangular tanks, Ocean Engineering, 122, 118–135

Atıf yapan-37: Hashemi M, Bargi K, (2016), An investigation about effects of fluid-structure-soil interaction on response modification coefficient of elevated concrete tanks, Engineering Structures And Technologies, 8:1, 1-7

Atıf yapan-36: Waghmare MV, Madhekar SN, Matsagar V, (2015), Behaviour of elevated water storage tanks under seismic events, Advances in Structural Engineering, 1167-1176, Springer India, ISBN:978-81-322-2192-0, doi:10.1007/978-81-322-2193-7_91. (KİTAP)

Atıf yapan-35: Lu D, Liu Y, Zeng X, (2015), Experimental and numerical study of dynamic response of elevated water tank of AP1000 PCCWST considering FSI effect, Annals of Nuclear Energy, 81: 73–83.

Atıf yapan-34: Durmuş A, Livaoglu R, (2015), A simplified 3 DOF model of A FEM model for seismic analysis of a silo containing elastic material accounting for soil–structure interaction, Soil Dynamics and Earthquake Engineering, 77:1-14, doi:10.1016/j.soildyn.2015.04.015

Atıf yapan-33: Lu D, Liu Y, Zeng X, (2015), AP1000 Shield Building Dynamic Response for Different Water Levels of PCCWST Subjected to Seismic Loading considering FSI, Science and Technology of Nuclear Installations, Volume 2015, Article ID 840507, 8, doi:10.1155/2015/840507

Atıf yapan-32: Mori C, Sorace S, Terenzi G (2015), Seismic assessment and retrofit of two heritage-listed R/C elevated water storage tanks, Soil Dynamics and Earthquake Engineering, 77, 123–136.

Atıf yapan-31: Azabi T M, (2014), Behaviour of reinforced concrete conical tanks under hydrostatic loading, University of Western Ontario - Electronic Thesis and Dissertation Repository

Atıf yapan-30: Ardiansyah D, (2013), Analisa respon menara tangki akibat gaya gempa dengan memperhitungkan pengaruh sloshing, Jurnal Teknik Sipil Usu, 1:2, 1-12.

Atıf yapan-29: Bozorgmehrnia S, Ranjbar MM, 2013, Madandoust R, Seismic behavior assessment of concrete elevated water tanks, Journal of Rehabilitation in Civil Engineering 1:2, 1-11.

Atıf yapan-28: Bu F,Qian C, (2013), Time-History analysis of a super-large storage tank under seismic excitation, ASME 2013 Pressure Vessels and Piping Conference, Volume 1B: Codes and Standards,Paris, France, July 14–18.

Atıf yapan-27: Curadelli O, (2013), Equivalent linear stochastic seismic analysis of cylindrical base-isolated liquid storage tanks, Journal of Constructional Steel Research, 83, 166–176.

Atıf yapan-26: Farghaly AA, Ahmed HH, (2013), Contribution of soil-structure interaction to seismic response of buildings, KSCE Journal of Civil Engineering. 17:5, 959-971

Atıf yapan-25: Lee DS, Liu ML, Hung TC, Tsai CH, Chen YT, (2013), Optimal structural analysis with associated passive heat removal for AP1000 shield building, Applied Thermal Engineering, 50:1, 207–216

Atıf yapan-24: Cakir, T., Livaoglu, R. (2012), Fast practical analytical model for analysis of backfill-rectangular tank-fluid interaction systems, Soil Dynamics and Earthquake Engineering, 37, 24–37.

Atıf yapan-23: Compagnoni ME, Curadelli O, Martínez CA, (2012), Análisis del comportamiento dinámico de tanques cilíndricos bajo excitación sísmica, Mecánica Computacional Vol XXXI, 2219-2230

Atıf yapan-22: Gurkalo F, Poutos K, (2012), Dynamic response of a water tower composed of interlocked panels, International Journal of Civil and Environmental Engineering 6,224-231.

Atıf yapan-21: Masoudia M, Eshghib S, Ghafory-Ashtiany M, (2012), Evaluation of response modification factor (R) of elevated concrete tanks, Engineering Structures, 3: 199–209

Atıf yapan-20: Mirzabozorg H, Hariri-Ardebili M A, Nateghi A R, (2012), Free surface sloshing effect on dynamic response of rectangular storage tanks, American Journal of Fluid Dynamics, 2: 4, 23-30

Atıf yapan-19: Omidinasab F, Shakib H, (2012), Seismic response evaluation of the RC elevated water tank with fluid-structure interaction and earthquake ensemble, KSCE Journal of Civil Engineering, 16: 3, 366-376.

Atıf yapan-18: Algreane GAI, Osman SA, Karim OA, Kasa A, (2011), Behavior of Elevated Concrete Water Tank Subjected to Artificial Ground Motion, Electronic Journal of Geotechnical Engineering, 16: 387-406.

Atıf yapan-17: Algreane GAI, Osman SA, Karim OA. Kasa A, (2011), Study the fluid structure interaction due to dynamic response of elevated concrete, Australian Journal of Basic and Applied Sciences, 5: 9, 1084-1087.

Atıf yapan-16: Shakib H, Omidinasab F, (2011), Effect of earthquake characteristics on seismic performance of RC elevated water tanks considering fluid level within the vessels, Arabian Journal for Science and Engineering, 36: 2, 227-243.

Atıf yapan-15: Soroushnia S, Tafreshib Sh. T, Omidinasab F, Beheshtiand N, Soroushniae S, (2011), Seismic Performance of RC Elevated Water Tanks with Frame Staging and Exhibition Damage Pattern, Procedia Engineering, 3076-3087

Atıf yapan-14: Azadi MRE, Soltani AA, (2010), The effects of soil-foundation-structure interaction on the dynamic response of Delijan cement-storage silo under earthquake loading, Electronic Journal of Geotechnical Engineering, No:53. 15 G,  1-18.

Atıf yapan-13: Cancellara D, De Majo A, Ferrara A, (2010), Valutazione della risposta sismica di un serbatoio pensile in C.A: un caso reale, Ingegneri Napoli, novembre-dicembre, numero:4, ISSN 2038-4742.

Atıf yapan-12: Gavrilyuk I, Hermann M, Trotsenkoc Yu, Timokha A, (2010), Eigenoscillations of three- and two-element flexible systems, International Journal of Solids and Structures, 47: 14-15, 1857-1870

Atıf yapan-11: Omidinasab F, Soroush Nia S, Shakib H, (2010), Evaluation of the seismic performance of reinforced concrete elevated water tanks using dynamic analysis, 14th ECEE, Ohrid.

Atıf yapan-10: Shakib H, Omidinasab F, Ahmadi M.T, (2010), Seismic Demand Evaluation of Elevated Reinforced Concrete Water Tanks, International Journal of Civil Engineering, 8: 3, 204-220.

Atıf yapan-9: Curadelli O, Ambrosini D, Mirasso A, Amani M. (2010), Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement, Journal of Fluids and Structures, 26: 1, 148-159.

Atıf yapan-8: Gavrilyuk I, Hermann M, Trotsenk Y, Timokha A, (2010), Eigenoscillations of three- and two-element flexible systems, International Journal of Solids and Structures, 47 (14-15), pp. 1857-1870

Atıf yapan-7: Algreane GIA, Osman SA, Karim OA, Kasa A, (2009), Dynamic behaviour of elevated concrete water tank with alternate ımpulsive mass configurations, Proceedings of the 2nd WSEAS International Conference on Engıneerıng Mechanics, Structures and Engineerıng Geology, Grecee 245-250. ISBN: 978-960-474-101-4.

Atıf yapan-6: Dutta SC, Dutta S, Roy R. (2009), Dynamic behavior of R/C elevated tanks with soil-structure interaction, Engineering Structures, 31: 11, 2617-2629.

Atıf yapan-5: Shekari MR, Khaji N, Ahmadi MT, (2009), A coupled BE-FE study for evaluation of seismically isolated cylindrical liquid storage tanks considering fluid-structure interaction, Journal of Fluids and Structures, 25: 3, 567-585.

Atıf yapan-4: Omidinasab F, Shakib H, (2008), Seismic vulnerability of elevated water tanks using performance based-design, The 14th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China Paper ID: 06-0038.

Atıf yapan-3: Sezen H, Livaoglu R, Dogangun A, (2008), Dynamic analysis and seismic performance evaluation of above-ground liquid-containing tanks, Engineering Structures, 30: 3, 794-803.

Atıf yapan-2: Livaoglu R, Dogangun A, (2007), Effect of foundation embedment on seismic behavior of elevated tanks considering fluid-structure-soil interaction, Soil Dynamics and Earthquake Engineering, 27: 9, 855-863.

Atıf yapan-1: Livaoglu R, Dogangun A, (2007), Seismic behaviour of cylindrical elevated tanks with a frame supporting system on various, Indian Journal of Engineering and Materials Sciences, 14: 2, 133-145.

?Atıf yapılan (makale): Doğangün A, Tuluk Ö İ, Livaoğlu R, Acar R, (2006), Traditional wooden buildings and their damages during earthquakes in Turkey. Engineering Failure Analysis, vol: 13, 6, 981-996.

Atıf yapan-40: Porcu MC (2017), Ductile Behavior of Timber Structures under Strong Dynamic Loads, Chapter 9- Wood in Civil Engineering, book edited by Giovanna Concu, ISBN 978-953-51-2986-8, Print ISBN 978-953-51-2985-1, Published: March 1, 2017 under CC BY 3.0 license. © The Author(s).

Atıf yapan-39: Ahmad B, Alam A, Bhat MS, Ahmad S, Shafi M, (2017), Seismic risk reduction through indigenous architecture in Kashmir Valley, International Journal of Disaster Risk Reduction, 21: 110–117

Atıf yapan-38: Vatan M, (2017), Evolution of construction systems: cultural effects on traditional structures and their reflection on modern building construction, Cultural Influences on Architecture, Copyright: © 2017 |Pages: 23

Atıf yapan-37: Sieffert Y, Vieux-Champagne F, Grange S, Duccinid J.C, Daudevillea L (2016), Full-field measurement with a digital image correlation analysis of a shake table test on a timber-framed structure filled with stones and earth, Engineering Structures, 123: 451–472

Atıf yapan-36: Goncalves A, Candeias P, Guerreiro L, Ferreira J, Costa A, (2016), Characterization of timber masonry walls with dynamic tests, Historical Earthquake-Resistant Timber Framing in the Mediterranean Area pp 299-309.

Atıf yapan-35: Liu H, Koyama C, Zhu J, Liu Q, Sato M, (2016), Post-Earthquake Damage Inspection of Wood-FrameBuildings by a Polarimetric GB-SAR System, Remote Sensing, 8:11, 935

Atıf yapan-34: Pirzad A, Kakouei M, (2016), A historical wooden structure in the vernacular architecture of Iran, METU Journal of the Faculty of Architecture. 33: 1, 169-185

Atıf yapan-33: Poletti E, Vasconcelos G, (2015), Seismic behaviour of traditional timber frame walls: experimental results on unreinforced walls, Bulletion of Earthquake Engineering, 13:885–916.

Atıf yapan-32: Goncalves AM, Ferreira JG, Guerreiro L, (2015), Experimental characterization of timber framed masonry walls cyclic behavior, Structural Engineering & Mechanics, 53: 2, 189-204. doi: 10.12989/sem.2015.53.2.189

Atıf yapan-31: Kassaras I, Kalantoni D, Pomonis A, Kouskouna V, Karababa F, Makropoulos K, (2015), Development of seismic damage scenarios in Lefkada old town (W. Greece): part I—vulnerability assessment of local constructions with the use of EMS-98, Bulletin of Earthquake Engineering, 13: 3, 799-825.

Atıf yapan-30: Miller P, (2015), Continuity and change in Etruscan domestic architecture: a study of building techniques and materials from 800-500 BC, PhD Thesis, Archaeology University of Edinburgh.

Atıf yapan-29: Pinto J, Gülay G, Vieira J, Meltem V, Varum H, Engin Bal İ, Costa A, (2014), Save the Tabique construction, Structural rehabilitation of old buildings, Building Pathology and Rehabilitation, 2:157-185.

Atıf yapan-28: Prihatmajiab YP, Kitamoric A, Komatsuc K, (2014), Traditional Javanese wooden houses (joglo) damaged by May 2006 Yogyakarta Earthquake, Indonesia, International Journal of Architectural Heritage: Conservation, Analysis, and Restoration, 8:2, 247-268.

Atıf yapan-27: Tavares A, D’Ayala D, Costa A, Varum H, (2014), Construction systems, structural rehabilitation of old buildings, Building Pathology and Rehabilitation, 2: 1-35.

Atıf yapan-26: Vieux-Champagnea F, Siefferta Y, Grangea S, Polastric A, Ceccottic A, Daudeville L, (2014), Experimental analysis of seismic resistance of timber-framed structures with stones and earth infill, Engineering Structures, 69: 102–115.

Atıf yapan-25: Ahmad N, Ali Q, Umar M, (2013), Seismic vulnerability assessment of multistory timber braced frame traditional masonry structures, Advanced Materials Research, 601: 168-172.

Atıf yapan-24: Ahn KJ, Baek CH, (2013), Two-by-four construction system for earthquake preparation, Applied Mechanics and Materials, 284-287, 1280-1284.

Atıf yapan-23: Aras F, (2013), Timber-Framed Buildings and Structural Restoration of a Historic Timber Pavilion in Turkey, International Journal of Architectural Heritage: Conservation Analysis and Restoration, 7:4,

Atıf yapan-22: Bağbancı B, (2013), Examination of the failures and determination of intervention methods for historical Ottoman traditional timber houses in the Cumalıkızık Village, Bursa–Turkey, Engineering Failure Analysis, 35: 470–479

Atıf yapan-21: Siswanto A, Salim ASBS, Dahlan ND, Hariza A, (2013), The phenomenology of lamban tuha: the local Wisdom Of South Sumatra traditional architecture, International Transaction Journal of Engineering, Management, & Applied Sciences & Technologies, 157-170

Atıf yapan-20: Zhou A., Huang D. (2013), Seismic performance of frame wooden structure with energy dissipation joints, Jiangsu Daxue Xuebao (Ziran Kexue Ban)/Journal of Jiangsu University (Natural Science Edition), 34: 1, 81-85

Atıf yapan-19: Wang H, Scanlon A, Shang S, He, F. (2013). Comparison of seismic experiments of chinese traditional wood structures and light wood framed structures. Journal of Structural Engineering (United States), 139: 11, 2038-2043.

Atıf yapan-18: Ahmad N, Ali Q, Umar M, (2012), Simplified engineering tools for seismic analysis and design of traditional Dhajji-Dewari structures, Bulletin of Earthquake Engineering, DOI: 10.1007/s10518-012-9364-9

Atıf yapan-17: Ali Q, Schacher T, Ashraf M, Alam B, Naeem A, Ahmad A, Umar M, (2012), In-plane behavior of the dhajji-dewari structural system (wooden braced frame with masonry infill), Earthquake Spectra, 28:3, 835-858.

Atıf yapan-16: Calayir Y,  Sayin E, Yon B, (2012), Performance of structures in the rural area during the March 8, 2010 Elazig-Kovancilar earthquake, Natural Hazards, 61: 2, 703-717.

Atıf yapan-15: Dutu A, Ferreira JG, Guerreiro L, Branco F, Gonçalves AM, (2012), Mampostería con madera sismorresistente en Europa, Materiales de Construcción, 62: 308, 615-628

Atıf yapan-14: Ferreira JG, Teixeira MJ, Duţu A, Branco FA, Gonçalves AM, (2012), Experimental evaluation and numerical modelling of timber-framed walls, Experimental Techniques, DOI: 10.1111/j.1747-1567.2012.00820.x

Atıf yapan-13: Gubana A, Frangipane A, Tomasi G, (2012), A simplified procedure for the evaluation of traditional timber frame house seismic response, World Conference on Timber Engineering, 15 - 19 July 2012, Auckland New Zealand.

Atıf yapan-12: Kouris Leonidas A S, Kappos A J. (2012), Detailed and simplified non-linear models for timber-framed masonry structures, Journal Of Cultural Heritage, 13: 1,47-58.

Atıf yapan-11: Prihatmaji YP, Kitamori A, Komatsu K, (2012), An investigation of traditional javanese wooden houses 'joglo'damaged during the may 2006 Yogyakarta Earthquake, Indonesia, International Journal of Architectural Heritage: Conservation, Analysis, and Restoration, DOI:10.1080/15583058.2012.692847

Atıf yapan-10: Ural A, Doğangün A, Sezen H, Angın Z, (2012), Seismic performance of masonry buildings during the 2007 Bala, Turkey Earthquakes, Natural Hazards, 60:1013–1026.

Atıf yapan-9: Chiou CE, Wang HJ, (2011), Damage to Chinese courtyard houses during the september 21, 1999 Chi-Chi Earthquake in Taiwan, Journal of Earthquake Engineering, 15: 5, 711—723

Atıf yapan-8: Kouris LAS, Kappos AJ, (2011), Detailed and simplified non-linear models for timber-framed masonry structures, Journal of Cultural Heritage, doi:10.1016/j.culher. 2011.05.009

Atıf yapan-7: Demirkır C, Çolakoğlu G, Çolak S, Aydın İ, (2010), Ahşap iskeletli yapıların deprem performansı, III. Ulusal Karadeniz Ormancılık Kongresi, 20-22 Mayıs 2010, V, 1722-1731.

Atıf yapan-6: Dikmen N, Langenbach R, (2010), An investigation on traditional timber-framed buildings in Çankırı province of Turkey, Trakya Univ J Sci, 11: 1, 15-27.

Atıf yapan-5: Korkmaz, HH, Korkmaz SZ, Donduren MS, (2010), Earthquake hazard and damage on traditional rural structures in Turkey, Natural Hazards and Earth System Science, 10: 605–622.

Atıf yapan-4: Öztank N, (2010), An Investigation of traditional Turkish wooden houses, Journal of Asian Architecture and Building Engineering,9 :2, 267-274.

Atıf yapan-3: Huang DL, Li L, Zhang HP, L Shi, CM Xu, Li Y, Yang H, (2009), Recent progresses in research of fire protection on historic buildings, Journal of Applied Fire Science 19: 1, 63-81 

Atıf yapan-2: Oztank N, (2008), Traditional timber Turkish houses and structural details, Engineered w-Wood Products Association, http://www.ewpa.com/Archive/2008/june/ Paper_192. pdf, 2008.

Atıf yapan-3: Şengezer, B., Ansal, A., Bilen, Ö. (2008), Evaluation of parameters affecting earthquake damage by decision tree techniques, Natural Hazards, 47: 3, 547-568.

Atıf yapan-1: Tanac M, Karaman OY, (2008), Wooden load bearing structural elements of kula traditional houses, case study of Zabunlar and Göldeliler houses, Internatıonal Conference on Wood Science for Preservation of Cultural Heritage: Mechanical and Biological Factors, Braga, Portugal.

?Atıf yapılan (makale): Doğangün A, Livaoğlu R, (2006), A comparative study of the design spectra defined by Eurocode 8, UBC, IBC and Turkish Earthquake Code on R/C sample buildings, Journal of Seismology, 10:335–351.

Atıf yapan-17: Nahhas T M, (2017), A Comparison of Saudi Building Code with 1997 UBC for provisions of modal response spectrum analysis using a real building, Open Journal of Earthquake Research, , 6, 98-116

Atıf yapan-16: Jayalekshmi BR, Chinmayi HK, (2014), Effect of soil flexibility on seismic force evaluation of RC framed buildings with shear wall: A comparative study of IS 1893 and EUROCODE8, Journal of Structures, 2014: Article ID 493745, 15 pages

Atıf yapan-15: Atiyah RS, (2013), General comparison and evaluation of TEC-2007 and EC8 using STA4-CAD V12.1 in respect of cost estimation, MSc Thesis, The Graduate School of Applied Sciences of Near East University.

Atıf yapan-14: Dorbani, S., Badaoui, M., Benouar, D, (2013), Structural seismic response versus epicentral distance and natural period: The case study of Boumerdes (Algeria) 2003 earthquake, Structural Engineering and Mechanics, 48: 3, 333-350

Atıf yapan-13: Ozcep T, Ozcep F, Ozel O, (2013), VS,30 site amplifications and some comparisons: The Adapazari (Turkey) case, Physics and Chemistry of the Earth, Parts A/B/C, 63: 92–101.

Atıf yapan-12: Khose V N, Singh Y, Dominik H. Lang D H, (2012), A comparative study of design base shear for RC buildings in selected seismic design codes, Earthquake Spectra, 28:3, 1047-1070.

Atıf yapan-11: Trifunac M D, (2012), Earthquake response spectra for performance based design—A critical review Original Research Article, Soil Dynamics and Earthquake Engineering, 37: 73-83

Atıf yapan-10  Kvasnička P, Matešić L, Ivandić K, (2011), Geotechnical site classification and Croatian National Annex for Eurocode 8, Geofizika, 28:1, 83-97.

Atıf yapan-9: Nahhas TM, (2011), A comparison of IBC with 1997 UBC for modal response spectrum analysis in standard-occupancy buildings, Earthquake Engineering and Engineering Vibration, 10: 1, 99-113.

Atıf yapan-8: Badaoui M, Berrah MK, Mebarki A (2010), Depth to bedrock randomness effect on design spectra in the city of Algiers (Algeria), Engineering Structures, 32: 2, 590-599

Atıf yapan-7:  Laouami N, Chebihi A, (2010), Seismic analysis comparative study by using Eurocode 8 and RPA99, 14 WCEE, Ohrid.

Atıf yapan-6: Mitoulis SA, Tegos IA, (2010), An unconventional restraining system for limiting the Seismic movements of isolated bridges, Engineering Structures, 32: 4, 1100-111.,

Atıf yapan-5: Mitoulis SA, Tegos IA, (2010), Connection of Bridges with Neighborhooding Tunnels, Journal of Earthquake Engineering, 14: 3,331-350.

Atıf yapan-4: Mitoulis SA, Tegos IA, Stylianidis KC, (2010), Cost-effectiveness related to the earthquake resisting system of multi-span bridges, Engineering Structures, 32: 2658-2671.

Atıf yapan-3: Tegou SD, Mitoulis SA, Tegos IA, (2010), An unconventional earthquake resistant abutment with transversely directed R/C walls, Engineering Structures, 32, 11, 3801-3816.

Atıf yapan-2: Trifunac MD, (2010), Izbalansirani projektni spektar - razmatranja za centralni Balkan, Izgradnja, 64: 5-6, 241-262.

Atıf yapan-1: Mitoulis SA, Tegos ΙΑ, (2008), Connection of balanced cantilever bridges with neighbor-hooding tunnels,. In Proc., Fifth European Workshop on the Seismic Behaviour of Irregular and Complex Structures (5EWICS), Catania, Italy.

?Atıf yapılan (makale): Livaoğlu R, Doğangün A, (2005), Seismic evaluation of fluid- elevated tank-foundation/soil systems in frequency domain, Structural Engineering and Mechanics, vol:21,1, 101-119.

Atıf yapan-18: Rezaiee-Pajand M, Kazemiyan MS, (2016), Analytical solution for free vibration of flexible 2D rectangular tanks, Ocean Engineering, 122, 118–135

Atıf yapan-17: Durmus A, Livaoglu R, (2015), A simplified 3 DOF model of A FEM model for seismic analysis of a silo containing elastic material accounting for soil–structure interaction, Soil Dynamics and Earthquake Engineering, 77: 1–14, doi:10.1016/j.soildyn.2015.04.015

Atıf yapan-16: Mori C, Sorace S, Terenzi G, (2015), Seismic assessment and retrofit of two heritage-listed R/C elevated water storage tanks, Soil Dynamics and Earthquake Engineering, 77: 123–136, doi:10.1016/j.soildyn.2015.05.007

Atıf yapan-15: Ghateh R, Kianoush R , Pogorzelski W, (2015), Response modification factor of elevated water tanks with reinforced concrete pedestal, Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance, doi: 10.1080/15732479.2015.1071855

Atıf yapan-14: Livaoglu R, (2013), Soil interaction effects on sloshing response of the elevated tanks, Geomechanics and Engineering, 5: 4, 283-297

Atıf yapan-13: Bozorgmehrnia S, Ranjbar MM, 2013, Madandoust R, Seismic behavior assessment of concrete elevated water tanks, Journal of Rehabilitation in Civil Engineering 1:2, 1-11

Atıf yapan-12: Livaoglu R, Turan A, El Naggar M.H, Dogangun A, (2012), The numerical and empirical evaluation of structural performance of elevated tanks considering soilstructure interaction effects, Journal of Earthquake and Tsunami, 6:2, art. no. 1250008

Atıf yapan-11: Shakib H, Omidinasab F, (2011), Effect of earthquake characteristics on seismic performance of RC elevated water tanks considering fluid level within the vessels, Arabian Journal for Science and Engineering, 36: 2, 227-243

Atıf yapan-10: Soroushnia S, Tafreshib Sh. T, Omidinasab F, Beheshtiand N, Soroushniae S, (2011), Seismic Performance of RC Elevated Water Tanks with Frame Staging and Exhibition Damage Pattern, Procedia Engineering, 3076-3087

Atıf yapan-9: Cancellara D, De Majo A, Ferrara A, (2010), Valutazione della risposta sismica di un serbatoio pensile in C.A: un caso reale, Ingegneri Napoli, novembre-dicembre, numero:4, ISSN 2038-4742

Atıf yapan-6: Omidinasab F, Soroush Nia S, Shakib H, (2010), Evaluation of the seismic performance of reinforced concrete elevated water tanks using dynamic analysis, 14th ECEE, Ohrid.

Atıf yapan-7: Płatek R, Sekuła R, Lewandowski B, (2010), Fluid influence on dynamic characteristics of transformer-bushing system using fluid structure interaction (FSI) approach, IEEE Transactions on Dielectrics and Electrical Insulation 17 (2), art. no. 5448095, 408-416.

Atıf yapan-6: Dutta SC, Dutta S, Roy R. (2009), Dynamic behavior of R/C elevated tanks with soil-structure interaction, Engineering Structures, 31: 11, 2617-2629.

Atıf yapan-5: Livaoğlu R, (2008), Investigation of seismic behavior of fluid- rectangular tank- soil/foundation systems in frequency domain, Soil Dynamics and Earthquake Engineering, 28: 2, 132-146.

Atıf yapan-4: Omidinasab F, Shakip H, (2008), Seismic Vulnerability of Elevated Water Tanks Using Performance Based-Design, 14th World Conference on Earthquake Engineering (14WCEE), Beijing, China, October 12-17, 2008, Paper ID: 06-0038.

Atıf yapan-3: Shrimali MK, (2008), Earthquake response of elevated liquid storage tanks isolated by FPS under bi-direction excitation, Advances in Vibration Engineering, 7: 4, 389-405

Atıf yapan-2: Livaoğlu R, Doğangün A, (2007), Effects of Foundation Embedment on Seismic Behavior of the Elevated Tanks Considering Fluid-Structure-Soil Interaction, Soil Dynamics and Earthquake Engineering, 27: 855-863.

Atıf yapan-1: Livaoğlu R, Doğangün A, (2007) Seismic behavior of cylindrical elevated tanks with a frame supporting system on various subsoil, Indian Journal of Engineering & Materials Sciences (IJEMS), 14: 133-145.

?Atıf yapılan (makale): Doğangün A, (2004), Performance of reinforced concrete buildings during the May 1, 2003 Bingöl Earthquake in Turkey, Engineering Structures, 26, 6, 841-856.

Atıf yapan-128: Zhou C, Chase JG, Rodgers GW, Xu C, (2017), Comparing model-based adaptive LMS filters and a model-free hysteresis loop analysis method for structural health monitoring, Mechanical Systems and Signal Processing, 84: A, 384–398.

Atıf yapan-127: Rojo MB, Beck E, Lutoff C, (2017), The street as an area of human exposure in an earthquake aftermath: the case of Lorca, Spain, 2011, Natural Hazards and Earth System Sciences., 17: 581–594.

Atıf yapan-126: Pohoryles D A, (2016), Realistic Frp Seismic Strengthening Schemes for Interior Reinforced Concrete Beam-Column Joints, Thesis Submitted for The Degree of Doctor of Philosophy in Earthquake Engineering, University College London

Atıf yapan-125: Harrington CC, Liel AB, (2016), Collapse assessment of moment frame buildings, considering vertical ground shaking, Earthquake Engineering & Structural Dynamics, 45: 15, 2475–2493. Locate full-text(opens in a new window)|

Atıf yapan-124: Palanci M, Kalkan A, Senel SM, Investigation of shear effects on the capacity and demand estimation of RC buildings, Structural Engineering and Mechanics, 60: 6, 1021-1038 Locate full-text(opens in a new window)|

Atıf yapan-123: Çavdar Ö, Bayraktar A, Nonlinear Earthquake Performance Evaluation of a Structure Collapsed during the Van, Turkey, Earthquake on October 23, 2011, Journal of Performance of Constructed Facilities, 30: 4, Issue, 1 August 2016, Article number 04015092

Atıf yapan-122: Zhou C, (2016), Efficient hysteresis loop analysis based structural health monitoring of civil structures, PhD, University of Canterbury, Christchurch, New Zealand

Atıf yapan-121: Chaulagain H, Rodrigues H, Spacone E, (2016), Humberto varum seismic safety assessment of existing masonry infill structures in Nepal, Earthquake Engineering and Engineering Vibration, 15: 2, 251–268.

Atıf yapan-120: Çağlar N, Garip ZŞ, Ala NT, (2016), Investigation of the contribution of soil conditions to damage and failure of RC structures in Adapazarı, Academic Platform Journal of Engineering and Science, 4:2, 01-12

Atıf yapan-114: Xue W, Yang X, (2016). Tests on 1/4-scale six-story two-bay hybrid concrete moment-resisting frames under lateral loading, Advances in Structural Engineering, 19: 2, 341–352

Atıf yapan-119: Tahir MF, (2016), Response of Seismically Detailed Beam Column Joints Repaired with CFRP Under Cyclic Loading, Arabian Journal for Science and Engineering, 41, 4, 1355–1362

Atıf yapan-118: Zhang P, Hou S, Ou J, (2016), A beam–column joint element for analysis of reinforced concrete frame structures, Engineering Structures, 118, 125–136

Atıf yapan-117: Inel M, E Meral E, (2016), Seismic performance of RC buildings subjected to past earthquakes in Turkey, Earthquakes and Structures, 11: 3, 483-503

Atıf yapan-116: Düşük ve orta yükseklikteki betonarme binaların yapısal parameter özelliklerinin değerlendirilmesi, Pamukkale Univ Muh Bilim Derg, 22: 6, 468-477

Atıf yapan-115: Torabi A, Maheri MR (2016), Seismic repair and retrofit of RC beam–column joints using stiffened steel plates, Iranian Journal of Science and Technology-Transactions of Civil Engineering, 1–14

Atıf yapan-114: Sieffert Y, Vieux-Champagne F, Grange S, Duccinid J.C, Daudevillea L (2016), Full-field measurement with a digital image correlation analysis of a shake table test on a timber-framed structure filled with stones and earth, Engineering Structures, 123: 451–472

Atıf yapan-113: Arslan H.D, Köken B, (2016), Evaluation of the Space syntax analysis in post-strengthening hospital buildings, Architecture Research, 6: 4, 88-97.

Atıf yapan-112: Hacıefendioğlu K, Maraş EE, (2016), Photogrammetry in Documentation and Ambient Vibration Test of Historical Masonry Minarets, Experimental Techniques, 40: 6, 1527–1537.

Atıf yapan-111: Bârnaure M, Ghiţă Ana M, Stoica Daniel N, (2016), Influence of the infill panels masonry type on the seismic behaviour of reinforced concrete frame structures, Book Title: The 1940 Vrancea Earthquake. Issues, Insights and Lessons Learnt, Springer Natural Hazards pp 319-331, DOI:10.1007/978-3-319-29844-3_22, ISBN: 978-3-319-29843-6

Atıf yapan-110: Hacıefendioğlu K, Demir G, Alpaslan E, (2016), Determination of modal parameters of historical masonry minarets by using operational modal analysis, Proceedings of the World Congress on Civil, Structural, and Environmental Engineering (CSEE’16), Prague, Czech Republic – March 30 – 31, 2016, Paper No. ICSENM 104

Atıf yapan-109: Sezer R, Aksoylu C, Nail K, (2016), Investigation of behavior of structures according to different local site classes for L type reinforced concrete frame, The Online Journal of Science and Technology, 6: 1, 21-32.

Atıf yapan-108: Ergün A, Kiraç N, Başaran V, (2015), The evaluation of structural properties of reinforced concrete building designed according to pre-modern code considering seismic performance, Engineering Failure Analysis, 58: 184-191.

Atıf yapan-107:Tahir MF, (2015), Response of Seismically Detailed Beam Column Joints Repaired with CFRP Under Cyclic Loading, Arabian Journal for Science and Engineering, DOI 10.1007/s13369-015-1943-z

Atıf yapan-106: Onat O, Lourenço PB, Kocak A, (2015), Experimental and numerical analysis of RC structure with two leaf cavity wall subjected to shake table, Structural Engineering and Mechanics, 55: 5, 1037-1053, doi:10.12989/sem.2015.55.5.1037.

Atıf yapan-105: Yurdakul Ö, Avşar Ö (2015), Structural repairing of damaged reinforced concrete beam-column assemblies with CFRPs, Structural Engineering and Mechanics, 54: 3, 521-543, doi: /10.12989/sem.2015.54.3.521

Atıf yapan-104: Damcı E, Temur R, Bekdaş G, Sayin B (2015), Damages and causes on the structures during the October 23, 2011 Van earthquake in Turkey, Case Studies in Construction Materials, 3: 112–131, doi:10.1016/j.cscm.2015.10.001

Atıf yapan-103: Çavdar Ö, Bayraktar A, (2015). Nonlinear Earthquake Performance Evaluation of a Structure Collapsed during the Van, Turkey, Earthquake on October 23, 2011, Journal of Performance of Constructed Facilities , doi:10.1061/(ASCE)CF.1943-5509.0000816

Atıf yapan-102: Yu JB, Guo ZX, Guan DZ, Yuan CD, (2015), Research on seismic behavior of a new style precast concrete beam-to column connection, Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 42: 7, 42-47.

Atıf yapan-101: Başaran V, Kıraç N, Ergün A, (2015),  The evaluation of structural properties of reinforced concrete building designed according to pre-modern code considering seismic performance, Engineering Failure Analysis, 58: 1, 184–191

Atıf yapan-100: Yön B, Sayin E, Calayir Y, Ulucan ZC, Karatas M, Sahin H, Alyamaç KE, Bildik AT, (2015), Lessons learned from recent destructive Van, Turkey earthquakes, Earthquake and Structures, 9: 2, 431-453

Atıf yapan-99: Yön B, Calayir Y.  (2015), The soil effect on the seismic behaviour of reinforced concrete buildings, Earthquake and Structures, 8: 1, 133-152

Atıf yapan-98: Yön B, Öncü ME, Calayir Y. (2015), Utjecaj potresnih zona i lokalnih uvjeta tla na odziv armiranobetonskih zgrada | [Effects of seismic zones and local soil conditions on response of RC buildings], Gradjevinar, 67:6, 585-596

Atıf yapan-97: Murat O. (2015), Field reconnaissance of the October 23, 2011, Van, Turkey, earthquake: Lessons from structural damages, Journal of Performance of Constructed Facilities, 29: 5, 04014125

Atıf yapan-96: Akkoyun Ö, Taşkıran T. (2015), Investigation of blast-induced ground vibration effects on rural buildings, Structural Engineering and Mechanics, 54: 3, 545-560, doi:10.12989/sem.2015.54.3.545

Atıf yapan-95: Gürbüz A, Tekin M, (2015), Seismic Fragility Curves for 1 and 2 Stories R/C Buildings, International Journal of Engineering Technologies, IJET, 1: 2.

Atıf yapan-94: Gürbüz A, Tekin M, (2015), Performans siralamasi yöntemiyle mevcut binalarin bölgesel deprem risk dağiliminin belirlenmesi, C.B.Ü. Fen Bilimleri Dergisi, 11, 1, 37-48. doi:10.18466/cbufbe.94993.

Atıf yapan-93: Shafaei J, Hosseini A, Marefat MS, (2014), Seismic retrofit of external RC beam-column joints by joint enlargement using prestressed steel angles, Engineering Structures, 81: 265 – 288

Atıf yapan-93: Ozmen HB, Inel M, Akyol E, Çaycı BT, Un H, (2014), Evaluations on the relation of RC building damages with structural parameters after May 19, 2011 Simav (Turkey) earthquake Natural Hazards, 71:1, 63-84.

Atıf yapan-92: Ruiz-Pinilla JG, Pallarés FJ, Gimenez E, Calderón PA, (2014), Experimental tests on retrofitted RC beam-column joints underdesigned to seismic loads. General approach, Engineering Structures, 59: 702 – 714.

Atıf yapan-91: Shafaei J, Hosseini A, Marefat MS, (2014), Rehabilitation of earthquake damaged external RC beam-column joints, 2014 NZSEE Conference, Paper Number O4

Atıf yapan-90: Zhang Q, Gong J, Ma Y, (2014), Seismic shear strength and deformation of RC columns failed in flexural shear, Magazine of Concrete Research, 66: 5, 234-248

Atıf yapan-89: Arslan MH, Olgun M, Köroǧlu MA, Erkan IH, Köken A, Tan O, (2013), 19 May 2011 Kütahya-Simav earthquake and evaluation of existing sample RC buildings according to the TEC-2007 criteria, Natural Hazards and Earth System Science, 13:2 505-522.

Atıf yapan-88: Ates S, Kahya V, Yurdakul M, Adanur S, (2013), Damages on reinforced concrete buildings due to consecutive earthquakes in Van, Soil Dynamics and Earthquake Engineering, 53: 109–118

Atıf yapan-87: Bayraktar A, Altunişik A.C, Pehlivan M (2013), Performance and damages of reinforced concrete buildings during the October 23 and November 9, 2011 Van, Turkey, earthquakes, Soil Dynamics and Earthquake Engineering 53: 49-72

Atıf yapan-86: Bekdaş, G., Nigdeli, S.M.  (2013), Optimization of tuned mass damper for adjacent buildings with equal properties, AIP Conference Proceedings, 1558: 429-432

Atıf yapan-85: Bilgin H, (2013), Fragility-based assessment of public buildings in Turkey, Engineering Structures, 56: 1283–1294

Atıf yapan-84: Chaulagain H, Rodrigues H, Jara J, Spacone E, Varum H, (2013), Seismic response of current RC buildings in Nepal: A comparative analysis of different design/construction, Engineering Structures, 49: 284-294.

Atıf yapan-83: Chaulagain H, Rodrigues H, Spacone E, Varum H, (2013), Seismic assessment of three-storey residential buildings in Nepal, 4th International Conference on Integrity, Reliability and Failure, Paper Ref: 4755, 1-13.

Atıf yapan-82: Doğangün A, Ural A, Sezen H, Güney Y, Fırat FK, (2013), 2011 Simav, Turkey earthquake and seismic damage to reinforced concrete buildings, Buildings, 3: 1, 173-190.

Atıf yapan-81: Gokdemir H, Ozbasaran H, Dogan M, Unluoglu E, Albayrak U, (2013), Effects of torsional irregularity to structures during earthquakes, Engineering Failure Analysis, 35, 713–717.

Atıf yapan-80: Gürsoy Ş, (2013), Farkli ri̇ji̇tleşti̇ri̇ci̇ elemanlara sahi̇p bi̇nalarin depreme göre mali̇yetleri̇ni̇n karşilaştirilmasi | [Comparison of costs according to earthquake of buildings having different stiffening members], Journal of the Faculty of Engineering and Architecture of Gazi University, 28: 3, 533-544

Atıf yapan-79: Inel M, Ozmen HB, Akyol E, (2013), Observations on the building damages after 19 May 2011 Simav (Turkey) earthquake, Bulletin of Earthquake Engineering, 11: 1, 255-283.

Atıf yapan-78: Inel M, Ozmen HB, Çaycı Bayram T, (2013), Simav ve Van Depremleri (2011) yapi hasar nedenlerinin değerlendirilmesi, Pamukkale University Journal of Engineering Sciences, 19: 6, 256-265

Atıf yapan-77: Kaltakci MY, Kamanli M, Ozturk M, Arslan MH, Korkmaz HH, (2013), Sudden complete collapse of zumrut apartment building and the causes, Journal of Performance of Constructed Facilities 27:4 , 381-390.

Atıf yapan-76: Li B, Lam ES.-S, Wu B, Wang Y-Y, (2013), Experimental investigation on reinforced concrete interior beam-column joints rehabilitated by ferrocement jackets, Engineering Structures, 56: 897–909.

Atıf yapan-75: Ozcelik R, Binici B, Kurc O, (2013), Pseudo dynamic test of a deficient reinforced concrete frame upgraded with internal steel frames, Earthquake Engineering and Structural Dynamics, 42:5, 763-778.

Atıf yapan-74: Ozcelik R, Binici B, Akpinar U, (2013), Seismic retrofit of non-ductile reinforced concrete frames with chevron braces, Proceedings of the Institution of Civil Engineers: Structures and Buildings, 166: 7, 326-341

Atıf yapan-73: Ozturk M. (2013), Field Reconnaissance of the October 23, 2011 Van, Turkey Earthquake (Mw=7.2): Lessons Learned from Structural Damages. J. Perform. Constr. Facil., 10.1061/(ASCE)CF.1943-5509.0000532 (Oct. 31, 2013).

Atıf yapan-72: Pekgökgöz RK, Arif Gürel M, Mammadov Z, Çili F, (2013), Dynamic analysis of vertically post-tensioned masonry minarets, Journal of Earthquake Engineering, 17:4, 560-589.

Atıf yapan-71: Su YQ, Qiao L, Li QL, (2013), Design quality assessment method of the primary and secondary school teaching building engineering design system, Applied Mechanics and Materials, 1572: 357-360.

Atıf yapan-70: Yang, X.-L., Xue, W.-C.  (2013), Monotonic test and calculation method of concrete frame with precast beams and cast-in-place columns, Gongcheng Lixue/Engineering Mechanics, 30: 10, 100-107

Atıf yapan-69: Yilmaz N, Avşar Ö, (2013), Structural damages of the May 19, 2011, Kütahya-Simav earthquake in Turkey, Natural Hazards, 69: 1, 981-1001

Atıf yapan-68: Yon B, Sayın E, Koksal TS, (2013), Seismic response of buildings during the May 19, 2011 Simav, Turkey earthquake, Earthquakes and Structures

Atıf yapan-67: Zhang Q, Gong J.-X, Zhang Y.-Q, (2013), Lateral-load behavior prediction and pushover analysis of reinforced concrete columns including shear effects, Advances in Structural Engineering, 16:4, 741-758.

Atıf yapan-66: Akanshu S, Reddy GR, Vaze KK, (2012), Nonlinear seismic analysis of reinforced concrete framed structures considering joint distortion, Report, 278 p; BARC--2011/E/026, India.

Atıf yapan-65: Akyol E, (2012), Strengthening foundations of seismically weak buildings on sandy soils in Denizli, Turkey, Environmental Earth Sciences, 66: 5, 1415-1421

Atıf yapan-64: Calayir Y, Sayin E, Yon B, (2012), Performance of structures in the rural area during the March 8, 2010 Elazig-Kovancilar earthquake, Natural Hazards, 61: 2, 703-717.

Atıf yapan-63: Chaulagain H, Rodrigues H, Spacone E, Varum H, (2012), Reflection on the seismic vulnerability associated to common RC buildings in Nepal, 15th WCEE, World Conference on Earthquake Engineering, Lisbon, Portugal

Atıf yapan-62: Erbil Y, Durak S, Akinciturk N, (2012), A tool to prepare a database for reinforced concrete buildings in seismic risk regions, Environmental Engineering and Management Journal, 11:9 1573-1580.

Atıf yapan-61: Kaltakci MY, Ozturk M, (2012), An experimental study on the strengthening of non-ductile reinforced concrete frames via external shear wall, European Journal of Environmental and Civil Engineering, 16, 1,

Atıf yapan-60: Kumar R, Singh Y, Deoliya R, (2012), effect of design and detailing deficiencies on seismic performance and vulnerability of Indian RC frame buildings, 15th WCEE, World Conference on Earthquake Engineering, Lisbon, Portugal

Atıf yapan-59: Ozcelik R, Binici B, Kurç O, (2012), Pseudo dynamic testing of an RC frame retrofitted with chevron braces, Journal of Earthquake Engineering,14: 6, 1205-1222.

Atıf yapan-58: Ozcelik R, Akpınar U, Binici B,  (2012), Nonlinear Dynamic Analysis of Structural Steel Retrofitted Reinforced Concrete Test Frames, Mechanics and Properties of Composed Materials and Structures, Advanced Structured Materials, 31: 71-81.

Atıf yapan-57: Sezen H. (2012) Effectiveness of Repair and Strengthening Methods for Reinforced Concrete Columns and Beam-Column Joints. Structures Congress 2012: 2015-2024.

Atıf yapan-56: Sezen H, (2012), Repair and strengthening of reinforced concrete beam-column joints with fiber-reinforced polymer composites, Journal of Composites for Construction,16:5 , 499-506

Atıf yapan-55: Vicente RS, Rodrigues H, Varum H, Costa A, Da Silva Jarm, (2012), Performance of masonry enclosure walls: lessons learned from recent earthquakes, Earthquake Engineering and Engineering Vibration, 11: 23-34

Atıf yapan-54: Alyamac, KE, Sayin E, Yön B,Cetişli F, Karataş M, Erdoğan AS, Ülker M, Calayir Y, (2011), Observations on Damages at Buildings in the Rural Area due to the Basyurt-Karakocan (Elazig) Earthquake, Turkish Journal of Science & Technology, 6: 2, 117-128.

Atıf yapan-53: Fisher MJ. Sezen H, (2011), Behavior of exterior reinforced concrete beam-column joints including a new reinforcement, Structural Engineering and Mechanics, 40: 6, 867-883.

Atıf yapan-52: Jayaguru C, (2011), Seismic behaviour of partially infilled RC frames retrofitted using GFRP laminates and masonry inserts, PhD Thesis, Anna University,

Atıf yapan-51: Kaltakci M Y, Arslan M H, Ulku YS, (2011), Experimental and analytical analysis of RC frames strengthened using RC external shear walls, Arabian Journal For Science and Engineering, 36: 5, 721-747.

Atıf yapan-50: Ozcelik R, Akpinar U, Binici B, (2011), Seismic retrofit of deficient RC structures with internal steel frames, Advances in Structural Engineering,14: 6, 1205-1222.

Atıf yapan-49: Ozcelik R, Binici B, (2011), A case study of strengthening of deficient RC building with internal steel frame, ECCOMAS Thematic Conference - COMPDYN 2011: 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering: An IACM Special Interest Conference, Programme.

Atıf yapan-48: Özmen HB,  İnel M, (2011), Betonarme yapilarda malzeme dayanimi ve detaylandirma özelliklerinin sismik hasar üzerine etkisinin değerlendirilmesi, Türkiye Deprem Mühendisliği ve Sismoloji Konferansı, 11-14 Ekim 2011 – ODTÜ – ANKARA

Atıf yapan-47: Sayın E, Yon B, (2011), Investigation of reinforced concrete building damages at Elazığ-Kovancılar Earthquake, 6th International Advanced Technologies Symposium (IATS’11), 16-18 May 2011, Elazığ, Turkey.

Atıf yapan-46: Yavari S, (2011), Shaking table tests on the response of reinforced concrete frames with non-seismic detailing, PhD. Thesis, The University of British Columbia

Atıf yapan-45: Yilmaz U.S, Turken H, (2011), The effects of various curing materials on the compressive strength of concretes produced with / without admixture, Periodica Polytechnica: Civil Engineering, 55, 2, 107-116.

Atıf yapan-44: Adanur S, Akköse M, Ateş Ş, Bayraktar A, (2010), Performance of Slender Buildings during the December 20 and 27, 2007 Bala (Ankara) Earthquakes in Turkey, 14 ECEE, Ohrid.

Atıf yapan-43: Adanur S, Contadakis ME, (2010), Performance of masonry buildings during the 20 and 27 December 2007 Bala (Ankara) earthquakes in Turkey, Natural Hazards and Earth System Science, 10: 2547-2556.

Atıf yapan-42: Arslan MH, (2010), An evaluation of effective design parameters on earthquake performance of RC buildings using neural networks, Engineering Structures, 32: 7, 1888–1898.

Atıf yapan-41: Birol T, (2010), Yumusak kat düzensizliginin betonarme bina performansina etkisi üzerine bir inceleme, Yüksek Lisans Tezi, Fen Bilimleri Enstitüsü, Balikesir Üniversitesi

Atıf yapan-40: Herrera R.G, Carboney J.A, Lopez C.N, Sibaja A.R., (2010), Quantitative effects of soft-story in low masonry buildings in the mexican pacific coasts, 9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium 9 , 7017-7028

Atıf yapan-39: Ho JCM, Lam JYK, Kwan AKH, (2010), Effectiveness of adding confinement for ductility improvement of high-strength concrete columns, Engineering Structures, 32:3, 714-725.

Atıf yapan-38: Kalem İ, (2010), Capacity related properties and assessment of school buildings in Turkey, A Thesıs Submıtted to the Graduate School of Natural and Applied Sciences of Middle East Technical University, in partial fulfillment of the requirements for the degree of master of science in civil engineering.

Atıf yapan-37: Kaltakci MY, Ozturk M, Korkmaz MH, (2010), An experimental investigation for external RC shear wall applications, Natural Hazards and Earth System Science, 10: 1941–1950, doi:10.5194/nhess-10-1941-2010

Atıf yapan-36: Kanit R, Altin M, (2010), A method for the cost estimation in strengthening school buildings in Turkey, Scientific Research And Essays, 5:9, 923-933.

Atıf yapan-35: Korkmaz, HH, Korkmaz SZ, Donduren MS, (2010), Earthquake hazard and damage on traditional rural structures in Turkey, Natural Hazards and Earth System Science, 10: 605–622.

Atıf yapan-34: Tesfamariam S, Saatcioglu M, (2010), Seismic vulnerability assessment of reinforced concrete buildings using hierarchical fuzzy rule base modeling, Earthquake Spectra, 26: 1,  235-256

Atıf yapan-33: Arslan MH, (2009), Application of ANN to evaluate effective parameters affecting failure load and displacement of RC buildings, Nat. Hazards Earth Syst.Sci.,9:967–977.

Atıf yapan-32: Beolchini GC, Conflitti G, Contento A, D’Annibale F, Egidio AD, Fabio FD, Fanale L, Galeota D, Gattulli V, Lepidi M, Pozenta F, (2009), Il Comportomento delgi edifici della facoltadı ingegneria dell’aquila urante la sequenza sismica dell’aprile 2009, http://www.uois.univaq.it/index.php?option=com_docman&task=doc_view&gid=133

Atıf yapan-31: Li BX, Lei T, Deng JH, Wang Z, Wang QY, (2009), Investigation on the damage of school buildings during Wenchuan Earthquake, Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition), 41: 3, 172-179+215.

Atıf yapan-30: Pam HJ, Ho JCM, (2009), Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columns, Engineering Structures, 31:12, 2896-2908.

Atıf yapan-29: Yuan J, Hu D, (2009), Influence of steel bars in monolithic floor slabs on the yielding-damage mechanism of frame structures, Earthquake Resistant Engineering Structures VII: Wit Transactions on the Built Environment, 104, 25-37.

Atıf yapan-28: Zhao B, Taucer F, Rossetto T, (2009), Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China, Engineering Structures, 31: 8, 1707-1723.

Atıf yapan-27: Bayraktar A, Altunişik AC, Sevim B, Türker T, Akköse M, Çoçkun N, (2008), Modal analysis, experimental validation, and calibration of a historical masonry minaret, Journal of Testing and Evaluation, 36: 6, 516-524.

Atıf yapan-26: Bilgin H, Kaplan H,Yilmaz S, (2008), Seismic assessment of existing RC public buildings in Turkey – an overview with a case study, Intersections/Intersecţii, Seismic Analysis, 5, 3, 1-18.

Atıf yapan-25: Doğangün A, Acar R, Sezen H, Livaoğlu R, (2008), Investigation of dynamic response of masonry minaret structures, Bulletin of Earthquake Engineering, 6: 505–517.

Atıf yapan-24: Herrera RG, Soberón CG, (2008), Influence of plan irregularity of buildings, 14th World Conference on Earthquake Engineering (14WCEE), Beijing, China, October 12-17, 2008, 224.

Atıf yapan-23: Inel M, Bilgin H, Ozmen HB, (2008), Seismic capacity evaluation of school buildings in Turkey, Proceedings of the Institution of Civil Engineers-Structures and Buildings, 161: 3, 147-159.

Atıf yapan-21: Inel M, Bilgin H, Ozmen HB, (2008), Orta yükseklikli betonarme binaların Türkiye’de yaşanan son depremlerdeki performansı, İMO Teknik Dergi, 4319-4331.

Atıf yapan-20: İnel M, Özmen HB, (2008), Effect of Infill Walls on Soft Story Behavior in Mid-Rise RC Buildings,14th World Conference on Earthquake Engineering (14WCEE), Beijing, China, October 12-17, 2008, Paper ID: 08-02-0070.

Atıf yapan-19: Inel M, Senel SM, Un H, (2008), Experimental evaluation of concrete strength in existing buildings, Magazine of Concrete Research, 60: 4, 279-289.

Atıf yapan-18: Kaltakci MY, Arslan MH, Yilmaz U.S, Arslan HD, (2008), A new approach on the strengthening of primary school buildings in Turkey: An application of external shear wall, Building and Environment, 43: 6, 983-990.

Atıf yapan-17: Liel AB, Deierlein GG, (2008), Assessing the collapse risk of Californias existing reinforced concrete frame structures metrics for seismic safety decisions, Department of Civil and Environmental Engineering, Stanford University. Report no: 166.

Atıf yapan-16: Li B, Wang Z, Mosalam KM, Wang X, Zhou W, (2008), Analysis of stairwells performance and damage during Wenchuan Earthquake, 14th World Conference on Earthquake Engineering (14WCEE), Beijing, China, October 12-17, 2008, Paper ID: S31-005.

Atıf yapan-15: Liel AB, (2008), Assessing the collapse risk of california’s existing reinforced concrete frame structures: metrics for seismic safety decisions, PhD Thesis, Stanford University

Atıf yapan-14: Özmen HB, İnel M, (2008), Evaluation of strength reduction factor for existing mid-rise RC buildings,14th World Conference on Earthquake Engineering (14WCEE), Beijing, China, October 12-17, 2008, Paper ID: 05-01-0279.

Atıf yapan-13: Sezen H, (2008), Shear deformation model for reinforced concrete columns, Structural Engineering and Mechanics, 28: 1, 39-52.

Atıf yapan-12: Tesfamariam S, Saatcioglu M, (2008), Seismic risk assessment of RC buildings using fuzzy synthetic evaluation, Journal of Earthquake Engineering, 12: 7, 1157-1184.

Atıf yapan-11: Tesfamariam, S, Saatcioglu M, (2008), Risk-Based seismic evaluation of reinforced concrete buildings, Earthquake Spectra, 24: 3, 795–821.

Atıf yapan-10: Xue W, Yang X, Wang Y, Dou, Z., (2008), Experimental study on seismic behavior of six-story two-bay frame with precast beams and cast-in-place columns, Jianzhu Jiegou Xuebao/Journal of Building Structures, 29: 6, 25-32.

Atıf yapan-9: Arslan MH, Korkmaz HH, (2007) What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey?, Engineering Failure Analysis, 14: 1–22.

Atıf yapan-8: Doğangün A, Sezen H, Tuluk Öİ, Livaoğlu R, Acar R, (2007), traditional turkish masonry monumental structures and their earthquake response, International Journal of Architectural Heritage; Conservation, Analysis and Restoration, 1: 3, 251-271.

Atıf yapan-7: İnel M, Ozmen HB, Bilgin H, (2007) Re-evaluation of building damage during recent earthquakes in Turkey, Engineering Structures, 30: 2, 412-427

Atıf yapan-6: İnel M, Özmen HB, Bilgin H, (2007), Türkiye’de yaşanan deprem hasarlari ve yapi stoğunun değerlendirilmesi earthquke damages in Turkey and the evaluation of building stock, Altıncı Ulusal Deprem Mühendisliği Konferansı, 16-20 Ekim 2007, İstanbul.

Atıf yapan-5: Kaltakçı MY, Yavuz G, Arslan MH, (2007), The effect of column cross section to frame ductility in RC frames having poor seismic performance, Journal of Engineering and Applied Sciences, 2: 10, 1524-1532.

Atıf yapan-4: Turer A, Korkmaz SZ, Korkmaz HH, (2007) Performance improvement studies of masonry houses using elastic post-tensioning straps, Earthquake Engineering and Structural Dynamics, 36: 5, 683-705.

Atıf yapan-3: Doğangün A, Tuluk Ö İ, Livaoğlu R, Acar R, (2006), Traditional wooden buildings and their damages during earthquakes in Turkey. Engineering Failure Analysis, 13: 6, 981-996.

Atıf yapan-2: Kaltakçı MY, Aslan MH, Dere Y, (2005) Betonarme yapıların ileri teknoloji ürünleri ile güçlendirilmesi, 4. uluslararası ileri teknolojiler sempozyumu, 27: 9, 1392-1407.

Atıf yapan-1: Korkmaz HH, Tankut T, (2005) Performance of a precast concrete beam-to-beam connection subject to reversed cyclic loading, Engineering Structures, 27: 9, 1392-1407.

?Atıf yapılan (makale): Doğangün A, Livaoğlu R, (2004), Hydrodynamic pressures acting on the walls of rectangular fluid containers, Structural Engineering and Mechanics, vol:17, 2, 203-214.

Atıf yapan-22: Maedeh P A, Ghanbari A, Wu W, (2017), A new analytical model for natural period analysis of elevated tanks considering fluid-structure-soil interaction, Journal of GeoEngineering, 12: 1, 1-12.

Atıf yapan-21: Hashemi S, Aghashiri MH, (2017), Seismic responses of base-isolated flexible rectangular fluid containers under horizontal ground motion, Soil Dynamics and Earthquake Engineering, 100: 159–168.

Atıf yapan-20: Khanmohammad M, Rad PL, Ghalandarzadeh A, (2017), Experimental study on dynamic behavior of buried concrete rectangular liquid storage tanks using shaking table, Bulletin of Earthquake Engineering, 1–30, First Online: 24 February 2017

Atıf yapan-19: Rezaiee-Pajanda M, Aftabi SA, Kazemiyana, MS. (2016), Analytical solution for free vibration of flexible 2D rectangular tanks, Ocean Engineering, 122: 118–135.

Atıf yapan-18: Hashemi S., Saadatpour MM, Kianoush MR, (2013), Dynamic behavior of flexible rectangular fluid containers,Thin-Walled Structures, 66: 23 – 38.

Atıf yapan-17: Bozorgmehrnia S, Ranjbar MM, Madandoust R, (2013), Seismic behavior assessment of concrete elevated water tanks, Journal of Rehabilitation in Civil Engineering 1:2, 1-11

Atıf yapan-16: Omidinasab F, Shakib H, (2012), Seismic response evaluation of the RC elevated water tank with fluid-structure interaction and earthquake ensemble, KSCE Journal of Civil Engineering, 16: 3, 366-376.

Atıf yapan-15: Livaoğlu R, Çakır T, Doğangün A, Aytekin M, (2011), Effects of backfill on seismic behavior of rectangular tanks , Ocean Engineering, 38: 10, 1161-1173.

Atıf yapan-14: Shakib H, Omidinasab F, (2011), Effect of earthquake characteristics on seismic performance of RC elevated water tanks considering fluid level within the vessels, Arabian Journal for Science and Engineering, 36: 2, 227-243.

Atıf yapan-13: Soroushnia S, Tafreshib Sh. T, Omidinasab F, Beheshtiand N, Soroushniae S, (2011), Seismic Performance of RC Elevated Water Tanks with Frame Staging and Exhibition Damage Pattern, Procedia Engineering, 3076-3087,

Atıf yapan-12: Omidinasab F, Soroush Nia S, Shakib H, (2010), Evaluation of the seismic performance of reinforced concrete elevated water tanks using dynamic analysis, 14th ECEE, Ohrid.

Atıf yapan-11: Platek R, Sekula R, Lewandowski B, (2010), Fluid influence on dynamic characteristics of transformer-bushing system using fluid structure interaction (FSI) approach, IEEE Transactions On Dielectrics And Electrical Insulation, 17: 2, 408-416.

Atıf yapan-10: Shakib H, Omidinasab F, Ahmadi M.T, (2010), Seismic demand evaluation of elevated reinforced concrete water tanks, International Journal of Civil Engineering, 8: 3, 204-220.

Atıf yapan-9: Dutta SC, Dutta S, Roy R, (2009), Dynamic behavior of R/C elevated tanks with soil-structure interaction, Engineering Structures, 31: 11, 2617-2629.

Atıf yapan-8: Shrimali MK, Jangid RS, (2009), Sliding System for isolation of liquid storage tanks, Advances in Vibration Engineering, 8: 1, 7-16.

Atıf yapan-7: Dongming L, (2008), Numerical modeling of three-dimensional water waves and their interaction with structures, PhD Thesis, National University of Singapore.

Atıf yapan-6: Livaoğlu R, (2008), Investigation of Seismic Behavior of Fluid- Rectangular Tank- Soil/Foundation Systems in Frequency Domain, Soil Dynamics and Earthquake Engineering, 28:2, 132-146

Atıf yapan-5: Sezen H, Livaoğlu R, Doğangün A, (2008), Dynamic analysis and seismic performance evaluation of above-ground liquid-containing tanks, Engineering Structures, 30: 794-803

Atıf yapan-4: Shrimali MK, (2008), Earthquake Response of Elevated Liquid Storage Tanks Isolated by FPS Under Bi-Direction Excitation, Advances in Vibration Engineering, 7: 4, 389-405.

Atıf yapan-3: Livaoğlu R, Doğangün A, (2007), Effects of foundation embedment on seismic behavior of the elevated tanks considering fluid-structure-soil interaction, Soil Dynamics and Earthquake Engineering 27: 855-863.

Atıf yapan-2: Livaoğlu R, Doğangün A, (2007), Seismic behavior of cylindrical elevated tanks with a frame supporting system on various subsoil, Indian Journal of Engineering & Materials Sciences (IJEMS)., 14: 133-145.

Atıf yapan-1: Livaoğlu R, Doğangün A, (2006), simplified seismic analysis procedures for elevated tanks considering fluid-structure-soil interaction” Journal of Fluids and Structures, 22: 3, 421-439.

?Atıf yapılan (makale): Daloğlu A, Doğangün A, Ayvaz Y, (1999), Dynamic analysis of foundation plates using a consistent Vlasov model, Journal of Sound and Vibration, 224, 5, 941-951.

Atıf yapan-12: Ozgan K, (2012), Dynamic analysis of thick plates including deep beams on elastic foundations using modified vlasov model, Shock and Vibration, 20: 1, 29-41

Atıf yapan-11: Ozgan K, Daloglu T A, (2012), Free vibration analysis of thick plates on elastic foundations using modified Vlasov model with higher order finite elements, Indian Journal of Engineering and Materials Sciences, 9:4, 279-291.

Atıf yapan-10: Yang H, Li  H- Yingyong Lixue Xuebao, (2012), Dynamic analysis of plate on elastic foundation via self-adaptive precise algorithm in the time domain, Chinese Journal of Applied Mechanics, 29: 2, 164-169

Atıf yapan-9:  Shaban M, Alipour MM, (2011), Semi-analytical solution for free vibration of thick functionally graded plates rested on elastic foundation with elastically restrained edge, Acta Mechanica Solida Sinica, 24:4, 340-354.

Atıf yapan-8: Alipour MM, Shariyat M, Shaban M, (2010), A semi-analytical solution for free vibration and modal stress analyses of circular plates resting on two-parameter elastic foundations, Journal of Solid Mechanics, 2: 1, 63-78,

Atıf yapan-7: Civalek Ö, (2009), Static analysis of shear deformable rectangular plates on Winkler-Pasternak foundation, Journal of Engineering and Natural Sciences, 25: 4, 380-386,

Atıf yapan-6: Civalek Ö, Demir Ç, (2009), Elastik zemine oturan kirişlerin ayrık tekil konvolüsyon ve harmonik diferansiyel quadrature yöntemleriyle analizi, BAÜ FBE Dergisi ,11: 1, 56-71.

Atıf yapan-5: Ayvaz Y, Oguzhan CB, (2008), Free vibration analysis of plates resting on elastic foundations using modified Vlasov model, Structural Engineering & Mechanics, 28: 6, 635-658.

Atıf yapan-4: Celep Z, Guler, K, (2007), Axisymmetric forced vibrations of an elastic free circular plate on a tensionless two parameter foundation, Journal of Sound and Vibration, 301: 3-5, 495-509.

Atıf yapan-3: Yı W, Zahou Y, Zhang W, (2007), Modal experiment on elastic foundation slab and identifation of dynamic foundation parameters, Chine Journal of Highway and Transportation, 20: 2, 1-6.

Atıf yapan-2: Daloglu TA, (2004), The effective depth of soil stratum for plates resting on elastic foundation, Structural Engineering and Mechanics,18: 2, 263-276.

Atıf yapan-1: Daloglu AT, Ozgan K, (2004), The effective depth of soil stratum for plates resting on elastic foundation, Struct Eng Mech, 18: 2, 263-276.

?Atıf yapılan (makale): Ayvaz Y, Daloğlu A, Doğangün A, (1998), Application of a modified Vlasov model to earthquake analysis of plates resting on elastic foundations, Journal of Sound and Vibration, 212, 3, 499-509.

Atıf yapan-18: Dede T, Ayvaz Y, Ö Zdemir Y.I, (2011), Materially nonlinear free vibration analysis of reinforced concrete beam, Journal of Vibration and Control 17:7, 1090-1098

Atıf yapan-17: Ferreira AJM, Castro LMS, Bertoluzza S, (2011), Analysis of plates on Winkler foundation by wavelet collocation, Meccanica, 46: 4, 865-873.

Atıf yapan-16: Ferreira AJM, Roque CMC, Neves AMA, Jorge RMN, Soares CMM, (2010), Plates on Pasternak foundations by radial basis functions, Computational Mechanics, 46:6, 791-803, DOI: 10.1007/s00466-010-0518-9.

Atıf yapan-15: Hosseini-Hashemia S, Karimia M, Hossein Roknic DT, (2010), Hydroelastic vibration and buckling of rectangular Mindlin plates on Pasternak foundations under linearly varying in-plane loads, Soil Dynamics and Earthquake Engineering, 30: 12, 1487-1499.

Atıf yapan-14: Hosseini Hashemi Sh, Karimi M, Rokni Damavandi Taher H, (2010), Vibration analysis of rectangular Mindlin plates on elastic foundations and vertically in contact with stationary fluid by the Ritz method, Ocean Engineering, 37:2-3, 174-185 .

Atıf yapan-13: Ozdemir YI, Ayvaz Y, (2010), Parametric earthquake analysis of thick plates using Mindlin's theory, Shock and Vibration, 17:6, 771-785.

Atıf yapan-12: Civalek Ö, (2009), Static analysis of shear deformable rectangular plates on Winkler-Pasternak foundation, Journal of Engineering and Natural Sciences, 25: 4, 380-386.

Atıf yapan-11: Civalek Ö, Demir Ç, (2009), Elastik zemine oturan kirişlerin ayrık tekil konvolüsyon ve harmonik diferansiyel quadrature yöntemleriyle analizi, BAÜ FBE Dergisi ,11: 1, 56-71.

Atıf yapan-10: Ozdemir YI, Ayvaz Y, (2009), Shear locking-free earthquake analysis of thick and thin plates using Mindlin's theory, Structural Engineering and Mechanics, 33:3, 373-385.

Atıf yapan-9: Ozgan, K, Daloglu T A, (2009), Application of the Modified Vlasov Model to the free vibration analysis of thick plates resting on elastic foundations, Shock and Vibration, 16:5, 439-454.

Atıf yapan-8: Ayvaz Y, Oguzhan CB, (2008), Free vibration analysis of plates resting on elastic foundations using modified Vlasov model, Structural Engineering & Mechanics, 28: 6, 635-658.

Atıf yapan-7: Chen X-D, Li, Z-M, (2008), Analysis of the dynamic response of 3D-braided rectangular plates on an elastic foundation, Mechanics of Composite Materials 44: 6, 607-622.

Atıf yapan-6: Celep Z, Guler K, (2007), Axisymmetric forced vibrations of an elastic free circular plate on a tensionless two parameter foundation, Journal of Sound and Vibration, 301: 3-5, 495-509.

Atıf yapan-5: Yi WJ, Zhou Y, Zhang WX, (2007), Modal experiment on elastic foundation slab and identification of dynamic foundation parameters, Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 20: 2, 1-6.

Atıf yapan-4: Daloglu T A, (2004), The effective depth of soil stratum for plates resting on elastic foundation, Structural Engineering and Mechanics,18: 2, 263-276.

Atıf yapan-3: Daloglu AT, Ozgan K, (2004), The effective depth of soil stratum for plates resting on elastic foundation, Struct Eng Mech, 18: 2, 263-276.

Atıf yapan-2: Zhou D. Cheung YK, Lo SH, Au FTK, (2004), Three-dimensional vibration analysis of rectangular thick plates on Pasternak foundation, International Journal for Numerical Methods in Engineering, 59: 10, 1313-1334.

Atıf yapan-1: Mackerle J, (1999), Earthquake analysis of structures: FEM and BEM approaches a bibliography (1995 1998), Finite Elements in Analysis and Design, 32: 2, 113-124

?Atıf yapılan (makale): Doğangün A, Durmuş A, Ayvaz Y, (1997), Earthquake analysis of flexible rectangular tanks using the Lagrangian fluid finite element, European Journal of Mechanics-A/Solids, 16, 1, 165-182.

Atıf yapan-13: Khanmohammad M, Rad PL, Ghalandarzadeh A, (2017), Experimental study on dynamic behavior of buried concrete rectangular liquid storage tanks using shaking table, Bulletin of Earthquake Engineering, 1–30, First Online: 24 February 2017

Atıf yapan-12: Elkholy SA, Elsayed AA, El-Ariss B, Sadek SA, (2015), Towards Optimal Finite Element Modeling for the Analysis of Liquid Storage Tanks, Proceedings of the Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing, Paper:104

Atıf yapan-11: Cakir, T., Livaoglu, R. (2012), Fast practical analytical model for analysis of backfill-rectangular tank-fluid interaction systems, Soil Dynamics and Earthquake Engineering 37: 24-37

Atıf yapan-10: Kianoush MR, Ghaemmaghami AR, (2011), The effect of earthquake frequency content on the seismic behavior of concrete rectangular liquid tanks using the finite element method incorporating soil–structure interaction, Engineering Structures, 33: 2186–2200.

Atıf yapan-9: Livaoğlu R, Çakır T, Doğangün A, Aytekin M, (2011), Effects of backfill on seismic behavior of rectangular tanks , Ocean Engineering, 38: 10, 1161-1173.

Atıf yapan-8: Ghaemmaghami AR, Moslemi M, Kianoush MR, (2010), Dynamic behaviour of concrete liquid tanks under horizontal and vertical ground motions using finite element method, 9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium, 3, 2116-2124

Atıf yapan-7: Ghaemmaghami AR, Kianoush MR, (2010), Effect of wall flexibility on dynamic response of concrete rectangular liquid storage tanks under horizontal and vertical ground motions, Journal of Structural Engineering,-ASCE, 136: 4, 441-451.

Atıf yapan-6: Livaoğlu R, (2008), Investigation of seismic behavior of fluid-rectangular tank-soil/foundation systems in frequency domain, Soil Dynamics and Earthquake Engineering,28: 2, 132-146.

Atıf yapan-5: Livaoğlu R, Doğangün A (2006), Simplified seismic analysis procedures for elevated tanks considering fluid-structure-soil Interaction, Journal of Fluids and Structures, 22: 3, 421-439.

Atıf yapan-4: Doğangün A, Livaoğlu R, (2004), Hydrodynamic pressures acting on the walls of rectangular fluid containers, Structural Engineering and Mechanics, 17: 2, 203-214.

Atıf yapan-3: Fujita R, Hayashi Y, Mori A, Isoyama R, (2000), A procedure of aseismic verification using a dynamic analysis technique for an elevated steel water tank, Water Supply, 18: 3, 100-105.

Atıf yapan-2: Mackerle J, (1999), Earthquake analysis of structures: FEM and BEM approaches a bibliography (1995 1998), Finite Elements in Analysis and Design, 32: 2, 113-124.

Atıf yapan-1: Mackerle J, (1999), Fluid-structure interaction problems, finite element and boundary element approaches, Finite Elements in Analysis and Design, 31: 231-240.

?Atıf yapılan (makale): Doğangün A, Durmuş A, Ayvaz Y, (1996), Static and dynamic analysis of rectangular tanks by using the Lagrangian fluid finite element, Computers & Structures, 59, 547-552.

Atıf yapan-24: Hashemi S, Aghashiri MH, (2017), Seismic responses of base-isolated flexible rectangular fluid containers under horizontal ground motion, Soil Dynamics and Earthquake Engineering, 100: 159–168.

Atıf yapan-23: Upadhyay A, Vadigoppula R, Varshney A, Kumar B, (2017), KumarSlosh behavior of water pool under seismic event, Indian Conference on Applied Mechanics (INCAM) 2017, MNNIT Allahabad, 5– 7 July, 2017

Atıf yapan-22: Rezaiee-Pajanda M, Aftabi SA, Kazemiyana, MS. (2016), Analytical solution for free vibration of flexible 2D rectangular tanks, Ocean Engineering, 122: 118–135.

Atıf yapan-21: Bozorgmehrnia S, Ranjbar MM, (2013), Madandoust R, Seismic behavior assessment of concrete elevated water tanks, Journal of Rehabilitation in Civil Engineering 1:2, 1-11.

Atıf yapan-20: Omidinasab F, Shakib H, (2012), Seismic response evaluation of the RC elevated water tank with fluid-structure interaction and earthquake ensemble, KSCE Journal of Civil Engineering, 16: 3, 366-376.

Atıf yapan-19: Kaneko Y, Ohta M, Mori K, Ohyama H, (2012), Study on vibration response reduction of bladed disk by use of asymmetric vane spacing (effect of asymmetric vane spacing on response of mistuned bladed disk), Nihon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C 78 (789) ,1398-1409.

Atıf yapan-18: Yoshida S, Sekine K, Tsuchida T, Iwata K, (2012), Sloshing analysis of floating roof tanks under seismic excitation using axisymmetric displacement based fluid element, Nihon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C 78 (789) ,1315-1324

Atıf yapan-17: Livaoğlu R, Çakır T, Doğangün A, Aytekin M, (2011), Effects of backfill on seismic behavior of rectangular tanks , Ocean Engineering, 38: 10, 1161-1173.

Atıf yapan-16: Shakib H, Omidinasab F, (2011), Effect of earthquake characteristics on seismic performance of RC elevated water tanks considering fluid level within the vessels, Arabian Journal for Science and Engineering, 36: 2, 227-243, DOI: 10.1007/s13369-010-0029-1

Atıf yapan-15: Soroushnia S, Tafreshib Sh. T, Omidinasab F, Beheshtiand N, Soroushniae S, (2011), Seismic Performance of RC Elevated Water Tanks with Frame Staging and Exhibition Damage Pattern, Procedia Engineering, 3076-3087

Atıf yapan-14: Curadelli O, Ambrosini D, Mirasso A, Amani M. (2010), Resonant frequencies in an elevated spherical container partially filled with water: FEM and measurement, Journal of Fluids and Structures, 26: 1, 148-159.

Atıf yapan-13: Omidinasab F, Soroush Nia S, Shakib H, (2010), Evaluation of the seismic performance of reinforced concrete elevated water tanks using dynamic analysis, 14th ECEE, Ohrid.

Atıf yapan-12: Shakib H, Omidinasab F, Ahmadi M.T, (2010), Seismic demand evaluation of elevated reinforced concrete water tanks, International Journal of Civil Engineering, 8: 3, 204-220.

Atıf yapan-11: Shen S, Zhao Y, Sun XZ, (2010), Numerically simulating the biomechanical response to membranous labyrinth in the vestibular system, Yiyong Shengwu Lixue/Journal of Medical Biomechanics 25:3, 169-174.

Atıf yapan-10: Yoshida S, Serine K, Tsuchida T, Iwata K, (2010), Applicability of a displacement based fluid finite element to axisymmetric liquid sloshing, Nihon Kikai Gakkai Ronbunshu, C Hen/Transactions of the Japan Society of Mechanical Engineers, Part C 76 (767), pp. 1675-1683.

Atıf yapan-9: Zhou D, Liu W, (2007), Hydroelastic vibrations of flexible rectangular tanks partially filled with liquid, International Journal for Numerical Methods in Engineering, 71: 149-174.

Atıf yapan-8: Livaoğlu R, Doğangün A (2006), Simplified seismic analysis procedures for elevated tanks considering fluid-structure-soil Interaction, Journal of Fluids and Structures, 22: 3, 421-439.

Atıf yapan-7: Gosline AH, Salcudean SE, Yan J, (2005), Haptic simulation of linear elastic media with fluid ınclusions, The Electronic Journal of Haptics Research, 3, 5,

Atıf yapan-6: Ibrahim RA, (2005), Liquid sloshing dynamics-theory and applications, Cambridge University Press.

Atıf yapan-5: Gosline AH, Salcudean SE, Yan J, (2004), Haptic simulation of linear elastic media with fluid pockets, Proceedings - 12th International Symposium on Haptic Interfaces for Virtual Environment and Teleoperator Systems, HAPTICS, 266-271

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