000010757 001__ 10757
000010757 005__ 20141205155800.0
000010757 04107 $$aeng
000010757 046__ $$k2008-10-12
000010757 100__ $$aLiu, Liping
000010757 24500 $$aThe Research of Applied Pushover Method in the Earthquake Resistance Analysis of Soil-Structure Interaction System

000010757 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010757 260__ $$b
000010757 506__ $$arestricted
000010757 520__ $$2eng$$aThe non-linear earthquake resistance analysis of soil-structure interaction system is complex. The time history analysis method of non-linear earthquake resistance analysis is a well fitted method, but it is difficult to use because of the complexity of analysis model and uncertain input of earthquake motion. As a simplified method, pushover method has been widely applied in the capability evaluation of structure earthquake resistance. In the paper the pushover method was applied to study seismic behavior of frame-shearwall structure considered soil-structure interaction. The plane frame-shearwall structure of tall building was taken as a research model, the structure was simulated by beam element, and the ground was simulated by parameter model. Firstly the non-linear time history analysis method was adopted to analyses the top displacement, story drift and the order of yield of the model. Then based on the result of the non-linear time history analysis method, the applicability of pushover method in soil-structure interaction system was studied. Finally pushover method was applied to analysis the structure earthquake resistance capability of frame-shearwall structure consideried soil-structure interaction.

000010757 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010757 653__ $$apushover method, earthquake resistance analysis, tall building, soil-structure interaction.

000010757 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010757 720__ $$aLiu, Liping$$iXia, Kui$$iCao, Xuan
000010757 8560_ $$ffischerc@itam.cas.cz
000010757 8564_ $$s141160$$uhttps://invenio.itam.cas.cz/record/10757/files/05-01-0334.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0334.
000010757 962__ $$r9324
000010757 980__ $$aPAPER