000010559 001__ 10559
000010559 005__ 20141205155740.0
000010559 04107 $$aeng
000010559 046__ $$k2008-10-12
000010559 100__ $$aKorkmaz, Kasim A
000010559 24500 $$aEvaluation of Seismic Fragility Analyses

000010559 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010559 260__ $$b
000010559 506__ $$arestricted
000010559 520__ $$2eng$$aIn last decades, through further development of computer technology in civil engineering, so many different seismic analyses became possible and accuracy of the analysis is increased. Therefore there are lots of methodologies for seismic assessment in use. Including the probabilistic approaches into the seismic assessment offer more realistic approaches. Recently, seismic assessments are done with this consideration. Fragility analysis is one of them. The fragility analysis which is a system reliability analysis with correlated demands and capacity is performed with different methodologies to establish the probabilistic characterization of the demands in different aspects. In the present study, probabilistic seismic analyses to define the structural seismic behavior are evaluated. A representative R/C frame structure is taken in to consideration in the analytical part. A comparison is realized with the results of different methodologies as Monte Carlo Simulations and analytical based analysis.

000010559 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010559 653__ $$aProbabilistic seismic assessment, evaluation of the methodologies, fragility analysis, Monte Carlo simulations

000010559 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010559 720__ $$aKorkmaz, Kasim A
000010559 8560_ $$ffischerc@itam.cas.cz
000010559 8564_ $$s150243$$uhttps://invenio.itam.cas.cz/record/10559/files/09-01-0141.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 09-01-0141.
000010559 962__ $$r9324
000010559 980__ $$aPAPER