Seismic behavior of composite frame infilled composite steel plate shear walls

2011 International Conference on Consumer Electronics, Communications and Networks (CECNet) Pub Date : 2011-04-16 DOI:10.1109/CECNET.2011.5769262

R. Qin, Guo Lan-hui, Fan Feng, Zhang Sumei

{"title":"Seismic behavior of composite frame infilled composite steel plate shear walls","authors":"R. Qin, Guo Lan-hui, Fan Feng, Zhang Sumei","doi":"10.1109/CECNET.2011.5769262","DOIUrl":null,"url":null,"abstract":"Concrete-filled steel tubes (CFST) and composite steel plate shear walls (CSPSW) have advantages of high bearing capacities, high stiffness, excellent energy dissipation ability, and so on. Concrete-filled steel tube can be used as a column in composite frames. If composite steel shear walls are installed in composite frames, a new kind of composite structure is composed. As shear walls are not connected to frame columns, the premature overall buckling or local buckling failure of columns can be prevented. Meanwhile, the structural stiffness and bearing capacity can be adjusted by changing the size or the number of shear walls, which is attractive to both structural design engineers and architects. This paper presents the behavior of composite frame infilled composite steel plate shear walls connected with frame beams. A 20-storey composite structure model is developed using the finite element software OpenSees. Both the nonlinear static and dynamic response are analyzed to investigate the behavior of composite structures.","PeriodicalId":375482,"journal":{"name":"2011 International Conference on Consumer Electronics, Communications and Networks (CECNet)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2011-04-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"2011 International Conference on Consumer Electronics, Communications and Networks (CECNet)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/CECNET.2011.5769262","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}

引用次数: 1

Abstract

Concrete-filled steel tubes (CFST) and composite steel plate shear walls (CSPSW) have advantages of high bearing capacities, high stiffness, excellent energy dissipation ability, and so on. Concrete-filled steel tube can be used as a column in composite frames. If composite steel shear walls are installed in composite frames, a new kind of composite structure is composed. As shear walls are not connected to frame columns, the premature overall buckling or local buckling failure of columns can be prevented. Meanwhile, the structural stiffness and bearing capacity can be adjusted by changing the size or the number of shear walls, which is attractive to both structural design engineers and architects. This paper presents the behavior of composite frame infilled composite steel plate shear walls connected with frame beams. A 20-storey composite structure model is developed using the finite element software OpenSees. Both the nonlinear static and dynamic response are analyzed to investigate the behavior of composite structures.

查看原文本刊更多论文

组合框架填充组合钢板剪力墙的抗震性能

钢管混凝土(CFST)和组合钢板剪力墙(CSPSW)具有承载力高、刚度大、耗能性能好等优点。钢管混凝土可作为组合框架的柱。在组合框架内安装组合钢剪力墙，构成了一种新型的组合结构。剪力墙不与框架柱连接，可防止柱过早整体屈曲或局部屈曲破坏。同时，可以通过改变剪力墙的尺寸或数量来调整结构的刚度和承载力，这对结构设计工程师和建筑师都很有吸引力。本文介绍了框架梁连接的组合框架填充组合钢板剪力墙的受力性能。利用有限元软件OpenSees建立了一个20层的复合结构模型。分析了复合结构的非线性静力和动力响应，研究了复合结构的性能。

本文章由计算机程序翻译，如有差异，请以英文原文为准。

求助全文

约1分钟内获得全文求助全文

来源期刊

2011 International Conference on Consumer Electronics, Communications and Networks (CECNet)

自引率

0.00%

发文量