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Samberou, Adamou Marou Seyni / Ateş, Şevket / Atmaca, Barbaros (2024): The Effect of CFRP Application on the Strength and Dynamic Characteristic of Unreinforced Masonry Wall. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 48, n. 5 (April 2024).
https://doi.org/10.1007/s40996-024-01520-8
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Atmaca, Barbaros / Ghafoori, Rafiullah / Dede, Tayfun / Ateş, Şevket (2022): The effect of post-tensioning force and different cable arrangements on the behavior of cable-stayed bridge. In: Structures, v. 44 (Oktober 2022).
https://doi.org/10.1016/j.istruc.2022.08.105
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Genç, Ali Fuat / Ergun, Mustafa / Günaydın, Murat / Altunişik, Ahmet Can / Ateş, Şevket / Okur, Fatih Yesevi / Mosallam, Ayman S. (2019): Dynamic analyses of experimentally-updated FE model of historical masonry clock towers using site-specific seismic characteristics and scaling parameters according to the 2018 Turkey building earthquake code. In: Engineering Failure Analysis, v. 105 (November 2019).
https://doi.org/10.1016/j.engfailanal.2019.06.054
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Ateş, Şevket (2011): Seismic behaviour of isolated multi-span continuous bridge to nonstationary random seismic excitation. In: Nonlinear Dynamics, v. 67, n. 1 (1 März 2011).
https://doi.org/10.1007/s11071-011-9976-7
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Günaydın, Murat / Atmaca, Barbaros / Demir, Serhat / Altunişik, Ahmet Can / Husem, Metin / Adanur, Süleyman / Ateş, Şevket / Angin, Zekai (2021): Seismic damage assessment of masonry buildings in Elazığ and Malatya following the 2020 Elazığ-Sivrice earthquake, Turkey. In: Bulletin of Earthquake Engineering, v. 19, n. 6 (April 2021).
https://doi.org/10.1007/s10518-021-01073-5
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Ateş, Şevket / Soyluk, Kurtuluş / Dumanoğlu, A. Aydın / Bayraktar, Alemdar (2009): Earthquake response of isolated cable-stayed bridges under spatially varying ground motions. In: Structural Engineering and Mechanics, v. 31, n. 6 (April 2009).
https://doi.org/10.12989/sem.2009.31.6.639
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Yurdakul, Muhammet / Ateş, Şevket (2011): Modeling of triple concave friction pendulum bearings for seismic isolation of buildings. In: Structural Engineering and Mechanics, v. 40, n. 3 (November 2011).
https://doi.org/10.12989/sem.2011.40.3.315
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Kuyumcu, Zeliha / Ateş, Şevket (2012): Soil-structure-foundation effects on stochastic response analysis of cable-stayed bridges. In: Structural Engineering and Mechanics, v. 43, n. 5 (September 2012).
https://doi.org/10.12989/sem.2012.43.5.637
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Ergun, Mustafa / Ateş, Şevket (2015): The stress analysis of a shear wall with matrix displacement method. In: Structural Engineering and Mechanics, v. 53, n. 2 (Januar 2015).
https://doi.org/10.12989/sem.2015.53.2.205
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Atmaca, Barbaros / Demir, Serhat / Günaydın, Murat / Altunişik, Ahmet Can / Husem, Metin / Ateş, Şevket / Adanur, Süleyman / Angin, Zekai (2020): Field Investigation on the Performance of Mosques and Minarets during the Elazig-Sivrice Earthquake. In: Journal of Performance of Constructed Facilities (ASCE), v. 34, n. 6 (Dezember 2020).
https://doi.org/10.1061/(asce)cf.1943-5509.0001527
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Atmaca, Barbaros / Ateş, Şevket (2017): Camber calculation of prestressed concrete I-Girder considering geometric nonlinearity. In: Computers and Concrete, v. 19, n. 1 (Januar 2017).
https://doi.org/10.12989/cac.2017.19.1.001
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Ateş, Şevket / Atmaca, Barbaros / Yildirim, Erdal / Demiroz, Nurcan Asci (2013): Effects of soil-structure interaction on construction stage analysis of highway bridges. In: Computers and Concrete, v. 12, n. 2 (August 2013).
https://doi.org/10.12989/cac.2013.12.2.169
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Ateş, Şevket (2012): Investigation of effectiveness of double concave friction pendulum bearings. In: Computers and Concrete, v. 9, n. 3 (März 2012).
https://doi.org/10.12989/cac.2012.9.3.195
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Ateş, Şevket / Yurdakul, Muhammet (2011): Site-response effects on RC buildings isolated by triple concave friction pendulum bearings. In: Computers and Concrete, v. 8, n. 6 (Dezember 2011).
https://doi.org/10.12989/cac.2011.8.6.693
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Altunışık, Ahmet C. / Ateş, Şevket / Husem, Metin / Genc, Ali F. (2017): Collapse of steel cantilever roof of tribune induced by snow loads. In: Steel and Composite Structures, v. 23, n. 3 (Februar 2017).
https://doi.org/10.12989/scs.2017.23.3.273
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Atmaca, Barbaros / Ateş, Şevket (2012): Construction stage analysis of three-dimensional cable-stayed bridges. In: Steel and Composite Structures, v. 12, n. 5 (Mai 2012).
https://doi.org/10.12989/scs.2012.12.5.413
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Nasery, Mohammad Manzoor / Ergun, Mustafa / Ateş, Şevket / Husem, Metin (2015): Comparing the dynamic behavior of a hospital-type structure with fixed and isolated base. In: Earthquakes and Structures, v. 9, n. 3 (September 2015).
https://doi.org/10.12989/eas.2015.9.3.657
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Ergun, Mustafa / Ateş, Şevket (2014): Comparing of the effects of scaled and real earthquake records on structural response. In: Earthquakes and Structures, v. 6, n. 4 (April 2014).
https://doi.org/10.12989/eas.2014.6.4.375
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Ergun, Mustafa / Ateş, Şevket (2013): Selecting and scaling ground motion time histories according to Eurocode 8 and ASCE 7-05. In: Earthquakes and Structures, v. 5, n. 2 (August 2013).
https://doi.org/10.12989/eas.2013.5.2.129
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Yurdakul, Muhammet / Ateş, Şevket / Altunişik, Ahmet Can (2014): Comparison of the dynamic responses of Gülburnu Highway Bridge using single and triple concave friction pendulums. In: Earthquakes and Structures, v. 7, n. 4 (Oktober 2014).
https://doi.org/10.12989/eas.2014.7.4.511
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Ateş, Şevket / Bayraktar, Alemdar / Dumanoğlu, A. Aydın (2006): The effect of spatially varying earthquake ground motions on the stochastic response of bridges isolated with friction pendulum systems. In: Soil Dynamics and Earthquake Engineering, v. 26, n. 1 (Januar 2006).
https://doi.org/10.1016/j.soildyn.2005.08.002
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Ateş, Şevket / Kahya, Volkan / Yurdakul, Muhammet / Adanur, Süleyman (2013): Damages on reinforced concrete buildings due to consecutive earthquakes in Van. In: Soil Dynamics and Earthquake Engineering, v. 53 (Oktober 2013).
https://doi.org/10.1016/j.soildyn.2013.06.006
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Ateş, Şevket / Constantinou, Michael C. (2011): Example of application of response history analysis for seismically isolated curved bridges on drilled shaft with springs representing soil. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 3 (März 2011).
https://doi.org/10.1016/j.soildyn.2010.09.002
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Bilici, Yasemin / Bayraktar, Alemdar / Soyluk, Kurtuluş / Hacıefendioğlu, Kemal / Ateş, Şevket / Adanur, Süleyman (2009): Stochastic dynamic response of dam–reservoir–foundation systems to spatially varying earthquake ground motions. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 3 (März 2009).
https://doi.org/10.1016/j.soildyn.2008.05.001
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Atmaca, Barbaros / Yurdakul, Muhammet / Ateş, Şevket (2014): Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations. In: Soil Dynamics and Earthquake Engineering, v. 66 (November 2014).
https://doi.org/10.1016/j.soildyn.2014.07.013
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Altunişik, Ahmet Can / Bayraktar, Alemdar / Sevim, Bariş / Ateş, Şevket (2011): Ambient vibration based seismic evaluation of isolated Gülburnu highway bridge. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 11 (November 2011).
https://doi.org/10.1016/j.soildyn.2011.05.020
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Ateş, Şevket / Constantinou, Michael C. (2011): Example of application of response spectrum analysis for seismically isolated curved bridges including soil-foundation effects. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 4 (April 2011).
https://doi.org/10.1016/j.soildyn.2010.12.002
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Ateş, Şevket / Dumanoğlu, A. Aydın / Bayraktar, Alemdar (2005): Stochastic response of seismically isolated highway bridges with friction pendulum systems to spatially varying earthquake ground motions. In: Engineering Structures, v. 27, n. 13 (November 2005).
https://doi.org/10.1016/j.engstruct.2005.05.016
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Altunişik, Ahmet Can / Ateş, Şevket / Husem, Metin (2017): Effect of Construction Errors on the Snow-Induced Failure of a Tribune's Columns and Roof. In: Journal of Performance of Constructed Facilities (ASCE), v. 31, n. 3 (Juni 2017).
https://doi.org/10.1061/(asce)cf.1943-5509.0000974
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Ateş, Şevket / Tonyali, Zeliha / Soyluk, Kurtuluş / Samberou, Adamou Marou Seyni (2018): Effectiveness of Soil–Structure Interaction and Dynamic Characteristics on Cable-Stayed Bridges Subjected to Multiple Support Excitation. In: International Journal of Steel Structures, v. 18, n. 2 ( 2018).
https://doi.org/10.1007/s13296-018-0069-z