TY - JOUR TT - COMPARISON OF DISPLACEMENT BASED METHODS WITH ELASTIC AND TIME HISTORY ANALYSES AU - Korkmaz, Armağan AU - Kayhan, Ali Haydar PY - 2016 DA - August JF - Trakya Üniversitesi Fen Bilimleri Dergisi JO - Trakya Univ J Sci PB - Trakya Üniversitesi WT - DergiPark SN - 1305-6468 SP - 7 EP - 13 VL - 9 IS - 1 KW - Kapasite Spektrumu Yöntemi KW - Yer Değiştirme Katsayısı Yöntemi KW - Doğrusal Elastik Değerlendirme Yöntemi KW - Zaman Tanım Alanında Dinamik Analiz Yöntemi N2 - Displacement based methods are structural performance evaluation methods, used to determine the structural behavior of existing structures under earthquake effect using nonlinear analyses. After recent earthquakes, the performance evaluation methods become common for earthquake assessment of the existing structures. In pre-standard sources, performance evaluation methods are defined as “Capacity Spectrum” and “Displacement Coefficient” Methods. In Turkey, with new version of Turkish Design Code published in 2007, linear and nonlinear performance evaluation methods are given. In this study, Capacity Spectrum, Displacement Coefficient methods, elastic method given in Turkish Design Code’07 and time history analyses are investigated and compared for a sample R/C building. CR - Aschheim M. and Gulkan, P. 2000. “Performance of buildings, 1999 Kocaeli, Turkey, Earthquake Reconnaissance Report”, supplement to vol. 16 Earthquake Spectra. CR - ATC-40, “Seismic evaluation and Retrofit of Concrete Buildings”, Vol.1, Applied Technology Council, Redwood City, CA, 1996. CR - ABYYHY-2007 “Afet Bolgelerinde Yapilacak Yapilar Hakkinda Yonetmelik” Bayındırlık ve İskan Bakanlığı, Afet İşleri Genel Müdürlüğü Ankara CR - Habibullah A., Wilson E., Sap 2000 Integrated Finite Element Analysis and Design of Structures Basic Analysis Refence Manual, Berkeley, ABD CR - FEMA, “Recommended Provisions for the Development of Seismic Regulations for New Buildings and other Structures,” FEMA-273-274, Washington, 1997. CR - FEMA, “Recommended Provisions for the Development of Seismic Regulations for New Buildings and other Structures,” FEMA-356, Washington, 2000. CR - FEMA, “Recommended Provisions for the Development of Seismic Regulations for New Buildings and other Structures,” FEMA-440, Washington, 2005. CR - Li, Y.R., Non-Linear Time History And Pushover Analyses for Seismic Design and Evaluation, Doktora Tezi, Texas Üniversitesi, Austin, TX, ABD, 1996 CR - Pacific Earthquake Engineering Research Center internet veri sayfası http://peer.berkeley.edu CR - TS 500, Betonarme Yapıların Tasarım ve Yapım Kuralları, T.S.E. Kurumu, 2000 UR - https://dergipark.org.tr/tr/pub/trakyafbd/article/245970 L1 - https://dergipark.org.tr/tr/download/article-file/213807 ER -