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• W2340401063 abstract "The inelastic behavior of the soil-foundation interface may significantly alter the seismic response of a structure leading to greater energy dissipation, foundation uplift, large foundation deformations, and so on. In this study, the seismic response of an internal shearwall of a nuclear reactor with and without the consideration of these issues is investigated. The effect of soil-structure interaction (SSI) is incorporated using a Beam-on-NonlinearWinkler-Foundation (BNWF) model. Various Engineering Demand Parameters (EDP) such as moment, shear force, settlement and foundation rotational demands are evaluated for different foundation compliances. The analysis is carried out within an open-source finite element framework using a large number of ground motions, adopting the incremental dynamic analysis approach. It is observed that consideration of SSI leads to increase in the force demand and reduction in the displacement demand of the shearwall-foundation-soil system." @default.
• W2340401063 created "2016-06-24" @default.
• W2340401063 creator A5044269177 @default.
• W2340401063 creator A5049129786 @default.
• W2340401063 date "2013-01-01" @default.
• W2340401063 modified "2023-09-22" @default.
• W2340401063 title "SEISMIC RESPONSE OF NUCLEAR REACTOR BUILDINGS INCORPORATING NONLINEAR SOIL–STRUCTURE INTERACTION" @default.
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