000012015 001__ 12015
000012015 005__ 20141205160010.0
000012015 04107 $$aeng
000012015 046__ $$k2008-10-12
000012015 100__ $$aWang, Guixuan
000012015 24500 $$aLarge Deformation Analyses of Concrete Caisson Quay Wall Subjected to Earthquake Loading by using Distinct Element Method

000012015 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012015 260__ $$b
000012015 506__ $$arestricted
000012015 520__ $$2eng$$aThe possibility of using distinct elements in solving large deformation seismic response of concrete caissons and backfills is discussed. A rectangular element is developed that can depict the geometry shape and the character of friction between caisson and soil. As a numerical example, seismic response of a concrete caisson quay wall is analyzed. Through numerical calculation, the course of caisson quay destroyed is repeated when earthquake happened. The method presented here can be used as a new solution to the large deformation of the caisson due to earthquake loading. The analysis results about two different models of caisson are compared in order to study effects of distinct element types on the numerical results. rectangular element, distinct elements, caisson earthquake, large-deformation analysis

000012015 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012015 653__ $$a

000012015 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012015 720__ $$aWang, Guixuan$$iPei, Qiang$$iChen, Xuefeng
000012015 8560_ $$ffischerc@itam.cas.cz
000012015 8564_ $$s2450060$$uhttps://invenio.itam.cas.cz/record/12015/files/05-01-0434.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0434.
000012015 962__ $$r9324
000012015 980__ $$aPAPER