Effect of foundation in dynamic analysis of concrete gravity dams

[摘要] In this paper, nonlinear dynamic analysis of concrete gravity dams was studied. To investigate the effect of dam-reservoir-foundation interaction, a two-dimensional approach was used including the finite element method, and smeared crack approach. The dam

[学科分类] 建筑学

[关键词] concrete gravity dams;dam-reservoir-foundation interaction;boundary condition