大连理工大学主页平台管理系统陈健云软土浅埋地铁车站地震响应的多因素影响分析陈健云

论文成果

Dynamic analysis of subway station subjected to internal blast loading: 点击次数：; 发布时间： 2019-03-09; 发布时间：2019-03-09; 论文类型：期刊论文; 发表时间：2011-06-01; 发表刊物：JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY; 收录刊物：EI、SCIE; 卷号：18; 期号：3; 页面范围：917-924; ISSN号：1005-9784; 关键字：subway station; internal explosion; nonlinear dynamic analysis; influence factor; 摘要：The study was motivated by the fact that explosion inside the subway structure may not only cause direct life loss, but also damage the subway structure and lead to further loss of lives and properties. The propagation law of explosion wave in the subway station was analyzed and a simplified model of overpressure in the subway station was also proposed. Whereafter, the improved dynamic cam-clay model of soil and the concrete damaged plasticity constitutive model were used for the dynamic analysis of the subway station. Meanwhile, the influences of soil stiffness and burial depth on the dynamic response of the subway station were looked into. The results show that the multi-peak overpressure in the subway station does not appear, and large stresses concentrate on the central column and the floor slab of the subway station, so some special reinforcement measures should be taken in these parts. The effect of soil stiffness and burial depth on the stress of the central column is little; however, the effect on the stress of the station side wall is relatively obvious.

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陈健云

同专业博导同专业硕导个人学术主页

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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