Shaking table test study on shear walls with concrete-filled steel tube columns and embedded steel-plate - 文章详情页

作者：

Cao, W. (Cao, W..) | Wang, Y. (Wang, Y..) | Dong, H. (Dong, H..) | Zhang, J. (Zhang, J..)

收录：

Scopus PKU CSCD

摘要：

Four　steel-plate　shear　walls　were　tested　on　the　shaking　table.　Two　of　the　walls　are　steel-plate　shear　walls　with　concrete-filled　steel　tube　columns　and　the　other　two　are　composite　shear　walls　with　concrete-filled　steel　tube　columns　and　embedded　steel-plate.　The　ratio　of　height　to　width　is　1.7　and　3.2　respectively.　The　Taft　seismic　ground　motion　was　input　in　the　shaking　table　test.　Based　on　the　experiment,　dynamic　characters,　dynamic　responses　and　failure　modes　of　the　four　specimens　in　different　seismic　peak　accelerations　are　contrastively　analyzed.　The　results　show　that　compared　with　the　steel-plate　shear　walls　with　concrete-filled　steel　tube　columns,　shear　walls　with　concrete-filled　steel　tube　columns　and　embedded　steel-plate　have　the　following　characteristics:　the　dynamic　responses　are　significantly　reduced,　the　seismic　behavior　is　significantly　improved.

关键词：

Concrete-filled steel tube; Seismic behavior; Shaking table test; Shear wall; Steel-plate

作者机构：

[ 1 ] [Cao, W.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 2 ] [Cao, W.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing 100124, China
[ 3 ] [Wang, Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 4 ] [Dong, H.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
[ 5 ] [Zhang, J.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

通讯作者信息：

电子邮件地址：

查看成果更多字段

成果类型
所属机构

所有年份指定年份从至