by Institution Author "Bayhan, Beyhan"
Now showing items 1-8 of 8
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Döndürülmüş yer hareketleri için hesaplanacak ortalama sönüm azaltma katsayısının kestirimi için yeni bir yaklaşım
Özdemir, Gökhan; Bayhan, Beyhan (2019)Bu çalışma, sönüm azaltma katsayısının, yer hareketinin yönüne bağlı değişimini incelemektedir. Bu amaçla, seçilen orijinal yer hareketlerinin, birbirine dik yatay bileşenleri, maksimum yer hızlarına göre gruplandırılmış ... -
Effective flexural rigidities for ordinary reinforced concrete columns and beams
Avsar, O.; Bayhan, Beyhan; Yakut, A. (Wiley-Blackwell, 2014)Current effective flexural rigidities proposed for use in design and analyses of reinforced concrete structures have been examined. The level of accuracy in the estimation of section rigidity plays a very important role ... -
Impact of Joint Modeling Approach on Performance Estimates of Older-Type RC Buildings
Bayhan, Beyhan; Ozdemir, Gokhan; Gulkan, Polat (Earthquake Engineering Research Inst, 2017)The behavior of beam-column connections has usually been ignored in the modeling process due to its complexity and relatively recent awareness of its possible impact on response. This study presents the features of modeling ... -
Numerical simulation of shaking table tests on 3D reinforced concrete structures
Bayhan, Beyhan (Techno-Press, 2013)The current paper presents the numerical blind prediction of nonlinear seismic response of two full-scale, three dimensional, one-story reinforced concrete structures subjected to bidirectional earthquake simulations on ... -
Persisting challenges for performance-based building assessment
Bayhan, Beyhan; Kazaz, I.; Gulkan, P. (Springer, 2014)Intense research and refinement of the tools used in performance-based seismic engineering have been made, but the maturity and accuracy of these methods have not been adequately confirmed with actual data from the field. ... -
Seismic Response of a Concrete Frame with Weak Beam-Column Joints
Bayhan, Beyhan; Moehle, J. P.; Yavari, S.; Elwood, K. J.; Lin, S. H.; Wu, C. L. (Earthquake Engineering Research Inst, 2015)A reduced-scale, planar, two-story by two-bay reinforced concrete frame with weak beam-column joints was subjected to earthquake simulations on a shaking table. The beam-column joints did not contain transverse reinforcement, ... -
Significance of Ground Motion Scaling Parameters on Amplitude of Scale Factors and Seismic Response of Short- and Long-Period Structures
Cavdar, Esengul; Ozdemir, Gokhan; Bayhan, Beyhan (Earthquake Engineering Research Inst, 2019)In this study, an ensemble of ground motions is selected and scaled in order to perform code-compliant bidirectional Nonlinear Response History Analysis for the design purpose of both short- and long-period structures. The ... -
Variations in the hysteretic behavior of LRBs as a function of applied loading
Ozdemir, Gokhan; Bayhan, Beyhan; Gulkan, Polat (Techno-Press, 2018)The study presented herein focused on the change in hysteretic force-deformation behavior of lead rubber bearings (LRBs). The material model used to idealize response of LRBs under cyclic motion is capable of representing ...
