000021563 001__ 21563
000021563 005__ 20170622131252.0
000021563 04107 $$aeng
000021563 046__ $$k2017-06-15
000021563 100__ $$aChen, Shaolin
000021563 24500 $$aTIME-DOMAIN SOIL-STRUCTURE INTERACTION ANALYSIS

000021563 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021563 260__ $$bNational Technical University of Athens, 2017
000021563 506__ $$arestricted
000021563 520__ $$2eng$$aA computationally efficient explicit-implicit FEM in parallel manner to analyze the response of three-dimensional soil-structure system subjected to inclined plane wave is presented. The unbounded soil is modelled by lumped-mass explicit parallel finite element method and absorbing boundary condition, the structure is analysed through implicit finite element method, and response of the rigid foundation is calculated through explicit time integration scheme. The different time steps can be chosen for the explicit and implicit integration scheme, which can greatly improve the efficiency. The codes for this method are programmed. The method is applied to a detailed nuclear plant model.

000021563 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021563 653__ $$aSoil-Structure Interaction, Nuclear Plant, Absorbing Boundary, Parallel Finite Element Method.

000021563 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021563 720__ $$aChen, Shaolin$$iWang, Junquan
000021563 8560_ $$ffischerc@itam.cas.cz
000021563 8564_ $$s415410$$uhttps://invenio.itam.cas.cz/record/21563/files/17011.pdf$$yOriginal version of the author's contribution as presented on CD, section: [MS13] Earthquake Soil Structure Interaction Modeling and Simulation
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000021563 962__ $$r21500
000021563 980__ $$aPAPER