000010740 001__ 10740
000010740 005__ 20141205155758.0
000010740 04107 $$aeng
000010740 046__ $$k2008-10-12
000010740 100__ $$aLiu, Chunguang
000010740 24500 $$aAnalysis for Earthquake-Resistant of Bridge Structure Subjected Two Earthquakes

000010740 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010740 260__ $$b
000010740 506__ $$arestricted
000010740 520__ $$2eng$$aThe bridge structure damage of two earthquakes is studied deeply in this paper. The bridge model under two earthquakes effect is bulit by the way of connecting the end-to-end of two seismic wave, and the elasto-plastic response of bridge under one and two earthquakes separately are studied and compared in the conditions of different intensities and different peak accelerations. Which illustrate that the cumulate response of bridge structure is more serious under the effect of two earthquakes than under only one. This method above will be useful for earthquakes-resistant performance decision in practical bridge structure.

000010740 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010740 653__ $$aKEYWORDS：bridge structure,the effect of two earthquakes,Analysis nonlinear temporal analysis

000010740 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010740 720__ $$aLiu, Chunguang$$iJia, Lingling
000010740 8560_ $$ffischerc@itam.cas.cz
000010740 8564_ $$s330047$$uhttps://invenio.itam.cas.cz/record/10740/files/03-02-0008.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 03-02-0008.
000010740 962__ $$r9324
000010740 980__ $$aPAPER