标题:Finite Element Analysis of Behavior in Semi-Rigid Steel Frames
作者:Wang, Qi; Wang, Lai; Jiang, Bei; Li, Hui; Liu, Qingfang
通讯作者:Wang, Q
作者机构:[Wang, Qi] Shandong Univ, Geotech Engn Ctr, Jinan 250061, Peoples R China.; [Wang, Qi; Wang, Lai; Li, Hui; Liu, Qingfang] Shandong Univ Sci & Techno 更多
会议名称:International Conference on Structures and Building Materials
会议日期:JAN 07-09, 2011
来源:ADVANCES IN STRUCTURES, PTS 1-5
出版年:2011
卷:163-167
页码:102-105
DOI:10.4028/www.scientific.net/AMR.163-167.102
关键词:Steel Frame; Semi-Rigid Connection; Rigid Connection; Finite Element; Analysis
摘要:A two-span, three-story steel frame with two web and top-seat angle connections was constructed. Then a low-cycled reverse loading experiment with this frame was conducted to obtain elastic-plastic behavior of semi-rigid connections steel frame under cyclic loading. And nonlinear finite element analysis of steel frame with semi-rigid and rigid connection is performed in this paper. At last, comparisons between the analysis results and the testing results are carried out, the behavior and the effects of the two web and top-seat angles connections on steel frame are analyzed.
收录类别:CPCI-S;EI;SCOPUS
WOS核心被引频次:1
Scopus被引频次:1
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-s2.0-78651399865&doi=10.4028%2fwww.scientific.net%2fAMR.163-167.102&partnerID=40&md5=4a1cc8a804260370186bced9586789a3
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