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- W2397515897 abstract "Taking Tianhuaban high arch dam in domestic meizoseismal region for an example,a nonlinear numerical analysis model of damage and failure process of dam-foundation system is built by using 3D deformable distinct element method(3DEC) and its secondary development functions,which is accord with the actual workability state of arch dam.Dam foundation reservoir coupling effect,nonlinear contact influence of opening and closing of dam seam surfaces and abutment jointed rock structural planes during strong earthquake,and radiation damping of far field energy dissipation are considered in the analysis model.And operable engineering index and safety assessment methods are proposed to judge arch dam system disaster process from local damage to ultimate failure.The instance results show that the proposed method is reasonable and effective." @default.
- W2397515897 created "2016-06-24" @default.
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- W2397515897 date "2012-01-01" @default.
- W2397515897 modified "2023-09-22" @default.
- W2397515897 title "Analysis of Seismic Disaster Failure Mechanism and Dam Break Simulation of High Arch Dam" @default.
- W2397515897 hasPublicationYear "2012" @default.
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