000012038 001__ 12038
000012038 005__ 20141205160013.0
000012038 04107 $$aeng
000012038 046__ $$k2008-10-12
000012038 100__ $$aWang, Tao
000012038 24500 $$aThe Critical Direction of Seismic Input for Dynamic Analysis of Long Span Cable-Stayed Bridge

000012038 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012038 260__ $$b
000012038 506__ $$arestricted
000012038 520__ $$2eng$$aIn dynamic analysis of a complicated structure, the critical direction of seismic input is corresponding to the maximal response of the structure. Based on MIDAS software, the response analysis of a long span cable-stayed bridge under seismic input of different directions had been conducted, the calculating results show that both structure dynamic property and the selected seismic input have effect on the critical direction of seismic input of a structure, and the long period components of ground motion should be considered in the response analysis of long span cable-stayed bridge.

000012038 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012038 653__ $$acable-stayed bridge, seismic input, critical direction

000012038 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012038 720__ $$aWang, Tao$$iGuo, Endong$$iZhang, Lina$$iHu, Yuwen
000012038 8560_ $$ffischerc@itam.cas.cz
000012038 8564_ $$s5185939$$uhttps://invenio.itam.cas.cz/record/12038/files/06-0144.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 06-0144.
000012038 962__ $$r9324
000012038 980__ $$aPAPER