000011631 001__ 11631
000011631 005__ 20141205155930.0
000011631 04107 $$aeng
000011631 046__ $$k2008-10-12
000011631 100__ $$aShi, Qingxuan
000011631 24500 $$aDispalcement Based Seismic Evaluation of R.C. Frame-Shear Wall Model Structures

000011631 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011631 260__ $$b
000011631 506__ $$arestricted
000011631 520__ $$2eng$$aBy using capacity spectrum method which is related to the highly damped linear-elastic response spectra, the seismic behavior of a pseudo dynamic test model structure for R.C. frame-shear wall structure of main factory building in a heat-power plants is evaluated. The results show that some problems in capacity spectrum method, such as the equivalent linear system and equivalent viscous damping ratio etc. are to be improved further. After top displacement of structures is calculated, the displacement and force responses, location of crack and plastic hinge in every phase are analyzed according to nonlinear static push over analysis. The weak points and damage pattern of structures can be easily found by using this method. The results also show that the time history analysis method can be replaced by nonlinear static push over analysis to the displacement based seismic evaluation of R. C. structures. capacity spectrum method, displacement based seismic evaluation, nonlinear pushover analysis, frame-shear wall model

000011631 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011631 653__ $$a

000011631 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011631 720__ $$aShi, Qingxuan$$iWang, Qiuwei$$iMen, Jinjie$$iYang, Kun
000011631 8560_ $$ffischerc@itam.cas.cz
000011631 8564_ $$s120068$$uhttps://invenio.itam.cas.cz/record/11631/files/05-03-0094.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0094.
000011631 962__ $$r9324
000011631 980__ $$aPAPER