Dynamic model and multi-factor coupling simulation of nonlinear interaction among dam-reservoir water-foundation under stepped terrainChinese Full TextEnglish Full Text (MT)
HU Zhewen;LI Jianbo;LI Zhiyuan;LIN Gao;State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology;Institute of Earthquake Engineering,Faculty of Infrastructure Engineering,Dalian University of Technology;Earthquake Engineering Research Center,China Institute of Water Resources and Hydropower Research;
Abstract: In order to more finely simulate the seismic response of concrete dams at stepped terrain dam sites under consideration of multiple factors such as material nonlinearity and reservoir bottom absorption coupling, it is necessary to develop applicable dynamic models for dam-reservoir water-foundation nonlinear interactions, of which reasonable ground vibration input is one of the primary problems faced.Based on the wave field separation principle and the stress free condition on the slope surface,... More
Keywords:
concrete gravity dam; stepped terrain; wave theory; nonlinear interaction; damage assessment; reservoir bottom absorption;
- DOI:
10.13243/j.cnki.slxb.20220800
- Series:
(C) Architecture/ Energy/ Traffic/ Electromechanics, etc
- Subject:
Hydraulic and Hydropower Engineering
- Classification Code:
TV642
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