Experimental study on seismic behavior of concrete core wall confined with reinforced frame under pseudo-static loadings - 文章详情页

作者：

Xu, Jinbei (Xu, Jinbei.) | Zhao, Jun (Zhao, Jun.) | Xu, Yang (Xu, Yang.) | Wang, Hao (Wang, Hao.) | Liu, Yang (Liu, Yang.)

收录：

EI Scopus PKU CSCD

摘要：

A　large　scaled　specimen　of　the　concrete　core　wall　with　aspect　ratio　of　3.14,　confined　with　reinforced　frame,　was　tested　under　pseudo-static　loadings　to　investigate　its　seismic　behavior　including　the　failure　mechanism,　hysteretic　behavior,　load-carrying　capacity,　elasto-plastic　deformation　ability,　stiffness　degradation　and　energy　dissipation　capacity.　The　test　results　show　that　the　measure　of　the　confinement　with　reinforced　frame　can　improve　the　seismic　behavior　of　concrete　core　wall　effectively.

关键词：

Aspect ratio Concrete testing Energy dissipation Failure (mechanical) Hysteresis Reinforced concrete Reinforcement Seismic response Stiffness

作者机构：

[ 1 ] [Xu, Jinbei]Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China
[ 2 ] [Zhao, Jun]Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China
[ 3 ] [Xu, Yang]Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China
[ 4 ] [Wang, Hao]Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China
[ 5 ] [Liu, Yang]Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education, Beijing University of Technology, Beijing 100124, China

通讯作者信息：

电子邮件地址：

xujinbei@emails.bjut.edu.cn

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