000012314 001__ 12314
000012314 005__ 20141205160041.0
000012314 04107 $$aeng
000012314 046__ $$k2008-10-12
000012314 100__ $$aZhang, Zhiqiang
000012314 24500 $$aThe Seismic Behavior Analysis of the Main Tower Building of Beijing Yintai Center

000012314 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012314 260__ $$b
000012314 506__ $$arestricted
000012314 520__ $$2eng$$aIn this study, the seismic behavior of the main tower building of Beijing Yintai Center is presented with regard to the dynamic characteristics analysis and seismic response analysis. Firstly, by means of three-dimensional finite element analysis software, the dynamic properties and seismic responses under frequent earthquake action of the structure are obtained, respectively. It can be seen that the structure has a rational arrangement for structural elements and has a good aseismic behavior. Then, the seismic behavior of the structure is studied through the dynamic elastio-plastic analysis method and static elasto-plastic ananlysis method under rare earthauake. Analysis results of both analysis methods show that the behavior of the structure accords with the earthquake performance objectives and the structure would not collapse under the rare earthquake action.

000012314 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012314 653__ $$aDynamic properties, Seismic response, Dynamic elasto-plastic, Static elasto-plastic

000012314 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012314 720__ $$aZhang, Zhiqiang$$iLi, Aiqun$$iSun, Yong$$iHuang, Mengya$$iLi, Peibin$$iLou, Yu$$iZhao, Guangpeng$$iLv, Zuochao
000012314 8560_ $$ffischerc@itam.cas.cz
000012314 8564_ $$s310390$$uhttps://invenio.itam.cas.cz/record/12314/files/05-01-0204.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0204.
000012314 962__ $$r9324
000012314 980__ $$aPAPER