000010391 001__ 10391
000010391 005__ 20141205155722.0
000010391 04107 $$aeng
000010391 046__ $$k2008-10-12
000010391 100__ $$aJiang, Jun
000010391 24500 $$aDynamic Elasto-Plastic Analysis of a Super High-Rise Hybrid Structure

000010391 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010391 260__ $$b
000010391 506__ $$arestricted
000010391 520__ $$2eng$$aDynamic elasto-plastic analysis methods can actually indicate the characteristic of structure, and it is considered as an accurate method. This paper is concerned with the seismic performance evaluation of a super high-rise hybrid structure on a background of project by using nonlinear dynamic procedure (NDP). By reasonable selection of input ground motions which include three natural earthquake records and a group of artificial waves, and based on some assumptions and considerations, the nonlinear dynamic analyses are carried out by using CANNY program. Then the seismic responses of hybrid structure under three different earthquake intensities are obtained. Comparing the responses of three levels with preestablished performance objective, the results show that all responses meet the requirements. At the same time, the inter-storey shear drifts are mentioned to judge the seismic behaviors of hybrid structure. Based on the large amount of structural response information, conclusion can be drawn that the super high-rise hybrid structure achieves the earthquake performance objective.

000010391 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010391 653__ $$ahybrid structure, dynamic analysis, resorting force model, inter-storey drift

000010391 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010391 720__ $$aJiang, Jun$$iHao, Jiping$$iHu, Ming$$iLi, Kangning$$iLi, Yangcheng$$iYou, Bing
000010391 8560_ $$ffischerc@itam.cas.cz
000010391 8564_ $$s351067$$uhttps://invenio.itam.cas.cz/record/10391/files/05-01-0559.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0559.
000010391 962__ $$r9324
000010391 980__ $$aPAPER