000012352 001__ 12352
000012352 005__ 20141205160045.0
000012352 04107 $$aeng
000012352 046__ $$k2008-10-12
000012352 100__ $$aZhu, Yanpeng
000012352 24500 $$aFEM Analysis of Composite Soil Nailed Wall on the Dynamic Response of Earthquake

000012352 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012352 260__ $$b
000012352 506__ $$arestricted
000012352 520__ $$2eng$$aFinite Element Analysis method of composite soil nailed walls are regarded as a plane problem or a partial spatial one, but the whole three dimensions analysis method is seldom found. Especially the FEM analysis of the dynamic response of the composite soil nailed wall which subjected to earthquake pore pressure coupled is studied rarely. In this paper, with the help of the finite element software ADINA, an actual composite soil nailed wall was solved. The dynamic response of the composite soil nailed wall is analyzed and discussed under the EL-Centro and man-made Lanzhou accelerogram. And the variation principles of the soil nailed wall which subjected to the earthquake, and the earthquake coupled with pore pressure, are demonstrated respectively. The results of the FEM dynamic analysis can be a useful reference for engineers of the design and construction of the composite soil nailed wall

000012352 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012352 653__ $$aComposite soil nailed wall, 3-D FEM, accelerogram, earthquake action, dynamic response, analysis

000012352 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012352 720__ $$aZhu, Yanpeng$$iXie, Qiang$$iDong, Jianhua
000012352 8560_ $$ffischerc@itam.cas.cz
000012352 8564_ $$s281225$$uhttps://invenio.itam.cas.cz/record/12352/files/14-0277.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0277.
000012352 962__ $$r9324
000012352 980__ $$aPAPER