000010389 001__ 10389
000010389 005__ 20141205155722.0
000010389 04107 $$aeng
000010389 046__ $$k2008-10-12
000010389 100__ $$aJiang, Hui
000010389 24500 $$aPerformance-Based Seismic Design of RC Bridge Pier Taking into Account of Energy Demand

000010389 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010389 260__ $$b
000010389 506__ $$arestricted
000010389 520__ $$2eng$$aFor earthquake ground motion near active fault, there is enormous energy and displacement demand to structures. It is urgent to improve the existing seismic code and develop a new seismic design method which could consider simultaneously these two factors through performance-based design process. Combining the merits of response spectrum method and displacement-based method, inelastic displacement spectrum with expected performance target compatible with UBC97 seismic design code was deduced by the

000010389 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010389 653__ $$aperformance-based seismic design, strength reduction factor, inelastic displacement spectrum, near-fault ground motion, performance index, bridge pier

000010389 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010389 720__ $$aJiang, Hui$$iZhu, Xi
000010389 8560_ $$ffischerc@itam.cas.cz
000010389 8564_ $$s445811$$uhttps://invenio.itam.cas.cz/record/10389/files/05-02-0064.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-02-0064.
000010389 962__ $$r9324
000010389 980__ $$aPAPER