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    李静

    • 副教授       硕士生导师
    • 性别:女
    • 毕业院校:大连理工大学
    • 学位:博士
    • 所在单位:建设管理系
    • 学科:工程管理
    • 办公地点:建设工程学部4号楼509
    • 联系方式:lijing@dlut.edu.cn
    • 电子邮箱:lijing@dlut.edu.cn

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    地震作用下高拱坝损伤开裂分析

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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