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Şevket Ateş
Şevket Ateş
Verified email at ktu.edu.tr
Title
Cited by
Cited by
Year
The effect of reservoir length on seismic performance of gravity dams to near-and far-fault ground motions
A Bayraktar, T Türker, M Akköse, Ş Ateş
Natural hazards 52, 257-275, 2010
832010
Damages on reinforced concrete buildings due to consecutive earthquakes in Van
S Ates, V Kahya, M Yurdakul, S Adanur
Soil Dynamics and Earthquake Engineering 53, 109-118, 2013
772013
The effect of spatially varying earthquake ground motions on the stochastic response of bridges isolated with friction pendulum systems
S Ates, A Bayraktar, AA Dumanoglu
Soil Dynamics and Earthquake Engineering 26 (1), 31-44, 2006
612006
Numerical modelling of continuous concrete box girder bridges considering construction stages
S Ates
Applied Mathematical Modelling 35 (8), 3809-3820, 2011
582011
Stochastic response of seismically isolated highway bridges with friction pendulum systems to spatially varying earthquake ground motions
S Ates, AA Dumanoglu, A Bayraktar
Engineering Structures 27 (13), 1843-1858, 2005
562005
Stochastic dynamic response of dam–reservoir–foundation systems to spatially varying earthquake ground motions
Y Bilici, A Bayraktar, K Soyluk, K Haciefendioğlu, Ş Ateş, S Adanur
Soil Dynamics and Earthquake Engineering 29 (3), 444-458, 2009
552009
Ambient vibration based seismic evaluation of isolated Gülburnu highway bridge
AC Altunişik, A Bayraktar, B Sevim, Ş Ateş
Soil Dynamics and Earthquake Engineering 31 (11), 1496-1510, 2011
432011
Seismic damage assessment of masonry buildings in Elazığ and Malatya following the 2020 Elazığ-Sivrice earthquake, Turkey
M Günaydin, B Atmaca, S Demir, AC Altunişik, M Hüsem, S Adanur, ...
Bulletin of Earthquake Engineering 19, 2421-2456, 2021
412021
Example of application of response spectrum analysis for seismically isolated curved bridges including soil-foundation effects
S Ates, MC Constantinou
Soil Dynamics and Earthquake Engineering 31 (4), 648-661, 2011
392011
Dynamic analyses of experimentally-updated FE model of historical masonry clock towers using site-specific seismic characteristics and scaling parameters according to the 2018 …
AF Genç, M Ergün, M Günaydin, AC Altunişik, Ş Ateş, FY Okur, ...
Engineering Failure Analysis 105, 402-426, 2019
362019
Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations
B Atmaca, M Yurdakul, Ş Ateş
Soil Dynamics and Earthquake Engineering 66, 314-318, 2014
332014
Construction stage analysis of three-dimensional cable-stayed bridges
B Atmaca, S Ates
Steel & Composite Structures 12 (5), 413-426, 2012
302012
Selecting and scaling ground motion time histories according to Eurocode 8 and ASCE 7-05
M Ergun, S Ates
Earthquakes and Structures 5 (2), 129-142, 2013
252013
Lessons learned from the past earthquakes on building performance in Turkey
B Atmaca, S Demir, M Günaydın, AC Altunışık, M Hüsem, Ş Ateş, ...
J. Struct. Eng. Appl. Mech 3 (2), 61-84, 2020
232020
Field investigation on the performance of mosques and minarets during the Elazig-Sivrice Earthquake
B Atmaca, S Demir, M Günaydin, AC Altunişik, M Hüsem, Ş Ateş, ...
Journal of performance of constructed facilities 34 (6), 04020120, 2020
202020
Comparing of the effects of scaled and real earthquake records on structural response
M Ergun, S Ates
Earthquakes and Structures 6 (4), 375-392, 2014
202014
Soil-structure-foundation effects on stochastic response analysis of cable-stayed bridges
Z Kuyumcu, S Ates
Structural Engineering and Mechanics 43 (5), 637-655, 2012
202012
Modeling of triple concave friction pendulum bearings for seismic isolation of buildings
M Yurdakul, S Ates
Structural Engineering and Mechanics, An Int'l Journal 40 (3), 315-334, 2011
192011
Earthquake response of isolated cable-stayed bridges under spatially varying ground motions
S Ates, K Soyluk, AA Dumanoglu, A Bayraktar
Structural engineering and mechanics: An international journal 31 (6), 639-662, 2009
192009
Lateral buckling failure of steel cantilever roof of a tribune due to snow loads
AC Altunişik, Ş Ateş, M Hüsem
Engineering failure analysis 72, 67-78, 2017
172017
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