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NTIS 바로가기한국안전학회지 = Journal of the Korean Society of Safety, v.20 no.3 = no.71, 2005년, pp.174 - 179
In this paper, a computational model for nonlinear crack damage analysis of concrete gravity dam-foundation boundary region subjected to earthquake loading is suggested. An enhanced model based on the Lee-Fenves plastic-damage model is used as the inelastic material model for a concrete dam structur...
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