000012357 001__ 12357
000012357 005__ 20141205160046.0
000012357 04107 $$aeng
000012357 046__ $$k2008-10-12
000012357 100__ $$aZhuang, Haiyang
000012357 24500 $$aStudy on the Earthquake Response of Subway Station Built in Soft Sites with Different Thickness of Soft Soil Layers

000012357 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012357 260__ $$b
000012357 506__ $$arestricted
000012357 520__ $$2eng$$aTo research how the thickness of the soft soil layer to affect the earthquake response of subway station, the finite-element method is used to model the nonlinear soil-subway station dynamic interaction when nine soft sites with different thickness of soft soil layers are used as the engineering site of subway station respectively. By the research results given in this paper and others given by author before, it is disadvantageous to the earthquake resistant of subway station when the soft soil layers locate in the lateral foundation of subway station, and it is especially disadvantageous when the soft soil layers are locating in the bottom of lateral foundation of subway station. However, it is advantageous to the earthquake resistant of subway station when the soft soil layers are locating under the foundation. When the soft soil layers are lying in the top of lateral foundation, it is more disadvantageous to the earthquake resistant of subway station with the thickness of soft soil layers becoming larger. However, when the soft soil layers lie in the bottom of lateral foundation or under the foundation of subway station, the thickness of soft soil layer has not accordant effect on the earthquake resistant of subway station.

000012357 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012357 653__ $$asoft soil, subway station, earthquake response

000012357 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012357 720__ $$aZhuang, Haiyang$$iChen, Guoxing$$iWang, Xiuxing
000012357 8560_ $$ffischerc@itam.cas.cz
000012357 8564_ $$s313941$$uhttps://invenio.itam.cas.cz/record/12357/files/05-01-0142.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0142.
000012357 962__ $$r9324
000012357 980__ $$aPAPER