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《EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION》 2000-01
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Nonlinear seismic response analysis of arch dam-foundation systems with cracked surfaces

DU Xiu-li; TU Jin; CHEN Hou-qun (China Institute of Water Resources and Hydropower Research, Beijing 100044)  
It is important for the seisndc response analysis of arch dams to simulate opening and dosing of cracks in the dam under strong earthquake. The present models used in seismic response analysis of arch darns, such as Fenves' model and Dowlings' model, have the shortcodring that the accuracy to simulate the contact state between cracked surfaces is not high.It results in that the maximum opetting between cracked surfaces is not predicted accurately. In addition, the nonlinear behaviors of geological structure 'are unavoidably existing in the near-field foundation for every dam site and the effects of the energy dispersion in the infinite foundation are also important for the seisAnc response analysis of arch dams. It is diffcult to con gider the three factors mentioned above together in the seismic response analysis of arch dams, and it has not been solved yet. Combining a contact force model simulating the contact condition between the contact interfaces with an explicit finite element method in which the artificial boundary condition is a transmitting boundary is used to solve this diffcult problem and the contact force model has better accuracy for the contact state simulation between the cracked surfaces than Fenves' model, which is verified by comparing the results calculated by the contact foree model and Fenves' model with the results tested on shaking table. In this paper, the static response of arch dams is solved by using the dynaAnc analysis method, and furthermore, a combining method for the action of static and dynamic load is proposed for the nonlinear response of arch dams. Finally. Some results are obtained by using this approach to the seismic analysis of a designed Xiaowan arch dam with contracted joints and bottom crack on the dam with maximum height of 292m in China.
【Fund】: 国家“九五”重点科技攻关项目!96-221-03-02-02;;国家自然科学基金!59739180
【CateGory Index】: TV642.4
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