ORCID "Cavdar, Ozlem / 0000-0002-5459-0769" Fakülteler için listeleme
-
Probabilistic sensitivity analysis of suspension bridges to near-fault ground motion
Cavdar, Ozlem (Techno-Press, 2013)The sensitivities of a structural response due to variation of its design parameters are prerequisite in the majority of the algorithms used for fundamental problems in engineering as system uncertainties, identification ... -
Probabilistic sensitivity analysis of two suspension bridges in Istanbul, Turkey to near- and far-fault ground motion
Cavdar, O. (Copernicus Gesellschaft Mbh, 2012)The aim of this paper is to compare the near-fault and far-fault ground motion effects on the probabilistic sensitivity dynamic responses of two suspension bridges in Istanbul. Two different types of suspension bridges are ... -
Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van (Turkey) earthquake on October 23, 2011
Cavdar, Ozlem; Bayraktar, Alemdar (Springer, 2014)The nonlinear seismic behavior of a collapsed reinforced concrete (RC) residential building in the city of Van in Turkey is investigated by the static pushover and nonlinear time history analyses. The selected RC structure ... -
Stochastic finite element analysis of a cable-stayed bridge system with varying material properties
Cavdar, Ozlem; Bayraktar, Alemdar; Adanur, Suleyman (Elsevier Sci Ltd, 2010)Stochastic seismic finite element analysis of a cable-stayed bridge whose material properties are described by random fields is presented in this paper. The stochastic perturbation technique and Monte Carlo simulation (MCS) ... -
Stochastic finite element analysis of long-span bridges with CFRP cables under earthquake ground motion
Cavdar, Oezlem; Bayraktar, Alemdar; Adanur, Sueleyman; Basaga, Hasan Basri (Indian Acad Sciences, 2010)Stochastic seismic analysis of long-span bridges with Carbon fibre reinforced polymer (CFRP) cables are presented in this study through combination of the advantages of the perturbation based stochastic finite element ... -
Stochastic finite element analysis of structural systems with partially restrained connections subjected to seismic loads
Cavdar, Oezlem; Bayraktar, Alemdar; Cavdar, Ahmet; Kartal, Murat Emre (Techno-Press, 2009)The present paper investigates the stochastic seismic responses of steel Structure systems with Partially Restrained (PR) connections-by using Perturbation based Stochastic Finite Element (PSFEM) method. A stiffness matrix ...