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地下结构动力响应的复合参数识别研究
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论文类型: 期刊论文
发表时间: 2022-06-27
发表刊物: 岩石力学与工程学报
所属单位: 建设工程学部
期号: 24
页面范围: 4514-4518
ISSN号: 1000-6915
摘要: In the dynamic analysis of underground structure, the constraint to structures caused by the surrounding soil is often simulated by the virtual parameters, such as virtual mass, stiffness and damping parameters. Because of these virtual parameters, the model of underground structure is different from that of ground structure, which will cause traditional methods to fail in solving underground structure. Therefore, two methods are presented. One method is applied to shear-type underground structure which can identify the structural parameters and virtual parameters at one step. The other method which can be used to estimate common system with multi-degrees of freedom by two step, the structural parameters are identified in the first step, while in the second step the virtual parameters can be estimated by using the structural parameters identified before. At last, a numerical example of shear-type building is given, showing the feasibility and efficiency of the method.
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陈健云

教授   博士生导师   硕士生导师

性别: 男

毕业院校:大连理工大学

学位: 博士

所在单位:水利工程系

学科:水工结构工程. 防灾减灾工程及防护工程. 结构工程. 工程管理

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