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- W2382185462 abstract "Based on Fenves' 3 D joint element model, a non linear analysis of the Xiaowan arch dam, having contraction joints, under the design earthquake is carried out. The convergence due to mesh size, interval and number of joints as well as the effect of grouting strength and reservoir levels are investigated in detail. There are 25 contraction joints with real interval being simulated. It is found that the Fenves's conclusion that simulation for 3 joints is enough for nonlinear analysis of arch dam is valid only for the stress result. In order to find out the reasonable joint opening at the important position of the dam, the simulation of sufficient number of contraction joints with real interval is necessary. Moreover, the reservoir level is having obvious effect on the nonlinear response of the dam." @default.
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- W2382185462 date "2001-01-01" @default.
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- W2382185462 title "Non-linear seismic response analysis of arch dam with contraction joints" @default.
- W2382185462 hasPublicationYear "2001" @default.
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