000015653 001__ 15653
000015653 005__ 20161115135326.0
000015653 04107 $$aeng
000015653 046__ $$k2013-06-12
000015653 100__ $$aOhsaki, M.
000015653 24500 $$aHigh-Precision Finite-Element Analysis of Rubber Bearing for Base-Isolation of Building Structures

000015653 24630 $$n34.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000015653 260__ $$bNational Technical University of Athens, 2013
000015653 506__ $$arestricted
000015653 520__ $$2eng$$aSeismic response analysis is carried out for a base-isolated frame． The RC-frame members as well as the rubber bearings are discretized into hexahedral finite elements. The material properties of rubber are represented by the Ogden model, and the frame is assumed to remain in elastic range. The seismic response analysis of the frame, which has more than 3 million degrees of freedom is carried out using the E-Simulator, which is under development at E-Defense, Japan, based on a software package called ADVENTURECluster. It is shown that the global and local responses can be simultaneously evaluated through a high-precision finite element analysis.

000015653 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000015653 653__ $$aRubber Bearing, Finite Element Analysis, Building Frame, Seismic Response, Hyper-Elasticity, Parallel Computing.

000015653 7112_ $$aCOMPDYN 2013 - 4th International Thematic Conference$$cIsland of Kos (GR)$$d2013-06-12 / 2013-06-14$$gCOMPDYN2013
000015653 720__ $$aOhsaki, M.$$iMiyamura, T.$$iKohiyama, M.$$iYamashita, T.$$iYamamoto, M.$$iNakamura, N.
000015653 8560_ $$ffischerc@itam.cas.cz
000015653 8564_ $$s1240847$$uhttps://invenio.itam.cas.cz/record/15653/files/1205.pdf$$yOriginal version of the author's contribution as presented on CD, section: CD-MS 35 HIGH-PERFORMANCE COMPUTING FOR STRUCTURAL MECHANICS AND EARTHQUAKE ENGINEERING
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000015653 962__ $$r15525
000015653 980__ $$aPAPER