000009690 001__ 9690
000009690 005__ 20141205153144.0
000009690 04107 $$aeng
000009690 046__ $$k2008-10-12
000009690 100__ $$aChen, Guo-Xing
000009690 24500 $$aA Comparison Between Large-Size Shaking Table Test and Numerical Simulation Results of Subway Station Structure

000009690 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009690 260__ $$b
000009690 506__ $$arestricted
000009690 520__ $$2eng$$aBased on the large-size shaking table test results of subway station structure built in liquefiable site, considering the influence of soil-structure nonlinear dynamic interaction by 2D finite element methods, the seismic response of soil-subway station structure system under different test conditions are analyzed by using ABAQUS software. In the analysis model, dynamic visco-plastic memorial nested yield surface model is used to model dynamic characteristics of site soils, and plastic-damage model is used to model dynamic characteristics of concrete of subway station structure. And then, the numerical simulation results and the shaking table test records are compared in detail in this paper. The results show that the numerical simulation results of seismic response of soil-subway station structure system are basically identical with those of the shaking table test records. So that, the analysis results and the shaking table test results are proved to be correct.

000009690 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009690 653__ $$asubway station structure, dynamic interaction of soil-subway station structure, seismic response, large-size shaking table test, numerical simulation

000009690 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009690 720__ $$aChen, Guo-Xing$$iZuo, Xi$$iZhuang, Hai-Yang$$iDu, Xiu-li
000009690 8560_ $$ffischerc@itam.cas.cz
000009690 8564_ $$s693532$$uhttps://invenio.itam.cas.cz/record/9690/files/14-0049.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0049.
000009690 962__ $$r9324
000009690 980__ $$aPAPER