000012248 001__ 12248
000012248 005__ 20141205160034.0
000012248 04107 $$aeng
000012248 046__ $$k2008-10-12
000012248 100__ $$aYuan, Wan-Cheng
000012248 24500 $$aStudy and Trend on Conceptual Seismic Design for Bridges in China

000012248 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012248 260__ $$b
000012248 506__ $$arestricted
000012248 520__ $$2eng$$aThis paper reviewed the research and prospect of bridge conceptual seismic design in China. Instead of doing seismic analyses for detail design, it is emphasized that the seismic design should be implemented early in the conceptual design phase. In this study, some bridge design schemes were proposed from the conceptual seismic design viewpoint, which included: i) bridge form selection method based on the dynamic characteristics; ii) seismic performance enhancement methods for a continuous girder bridge in the transverse direction; iii) design scheme of spatial pylon for a cable-stayed bridge to resist the maximum displacements and internal forces; and iv) seismic mitigation and isolation techniques and applications in China. Finally, the paper presented some research directions on the bridge conceptual seismic design.

000012248 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012248 653__ $$aBridge, Conceptual seismic design, Seismic mitigation and isolation, Research direction

000012248 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012248 720__ $$aYuan, Wan-Cheng$$iZhou, Mi$$iYan, Dong
000012248 8560_ $$ffischerc@itam.cas.cz
000012248 8564_ $$s361599$$uhttps://invenio.itam.cas.cz/record/12248/files/S14-041.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S14-041.
000012248 962__ $$r9324
000012248 980__ $$aPAPER