标题:Nonlinear Finite Element Simulation on Seismic Behaviour of Steel Frame-Central Brace with Ring Damper
作者:Peng, Xiaotong; Lin, Chen; Cao, Yongming; Duan, Wenxu
通讯作者:Peng, XT
作者机构:[Peng, Xiaotong; Cao, Yongming; Duan, Wenxu] Univ Jinan, Sch Civil Engn & Architecture, Jinan 250022, Shandong, Peoples R China.; [Lin, Chen] Shando 更多
会议名称:6th Annual International Conference on Material Science and Environmental Engineering (MSEE)
会议日期:NOV 23-25, 2018
来源:6TH ANNUAL INTERNATIONAL CONFERENCE ON MATERIAL SCIENCE AND ENVIRONMENTAL ENGINEERING
出版年:2019
卷:472
DOI:10.1088/1757-899X/472/1/012031
摘要:The central brace combined with a ring damper is used as lateral resistant to improve the lateral stiffness and seismic performance of steel frame. In order to reveal the working mechanism of the new system, three nonlinear finite element models: steel frame with central brace, steel frame with eccentric brace, and steel frame infill central brace with steel ring damper, were established. The results indicate that compared with other two structural systems, the steel frame infill central brace with steel ring damper has the best bearing capacity, energy dissipation ability and seismic behaviour.
收录类别:CPCI-S;EI;SCOPUS
资源类型:会议论文;期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85062558965&doi=10.1088%2f1757-899X%2f472%2f1%2f012031&partnerID=40&md5=820f8335ab7c74b9048866a0362b7483
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