000010852 001__ 10852
000010852 005__ 20141205155809.0
000010852 04107 $$aeng
000010852 046__ $$k2008-10-12
000010852 100__ $$aMaki, Takeshi
000010852 24500 $$aSeismic Response Analysis of Pile Foundation Using Finite Element Method

000010852 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010852 260__ $$b
000010852 506__ $$arestricted
000010852 520__ $$2eng$$aIn this paper, 3-D seismic response analyses of RC pile-soil coupled system were conducted using nonlinear finite element method. The abutment of highway bridge supported by cast-in RC piles was modeled in detail, including surrounding soils, and seismic wave was input at the engineering base layer. The dynamic response of the abutment was fully investigated by comparing the result of static pushover analysis, in terms of the overall deformation and strain distribution in the piles. In addition, 2-D response analyses of the same structure were performed and the effect of thickness of soil elements in the 2-D models was investigated.

000010852 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010852 653__ $$afinite element analysis, RC pile-soil coupled system, deformation of piles, thickness of soil element

000010852 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010852 720__ $$aMaki, Takeshi$$iTsuchiya, Satoshi$$iWatanabe, Tadatomo$$iMaekawa, Koichi
000010852 8560_ $$ffischerc@itam.cas.cz
000010852 8564_ $$s1711466$$uhttps://invenio.itam.cas.cz/record/10852/files/14-0263.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0263.
000010852 962__ $$r9324
000010852 980__ $$aPAPER