李静
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发表时间:2022-10-10
发表刊物:应用力学学报
所属单位:建设工程学部
期号:1
页面范围:125-129
ISSN号:1000-4939
摘要:The contraction joints have to be modeled if the open-close effects of joints on the dynamic response of high arch dam are studied.Based on the strain rate-dependant damage constitutive model,the dynamic response and the damage characteristics are studied for the arch dam model with and without considering the opening-closing effects of joints.The analysis show that arch dam model without modeling contraction joints can give reasonable dynamic response results based on the nonlinear concrete model.
备注:新增回溯数据