Shaking table test study on recycled concrete frame-shear wall structure with energy dissipation braces - 文章详情页

作者：

Zhang, Jian-Wei (Zhang, Jian-Wei.) (学者：张建伟) | Meng, Shao-Bin (Meng, Shao-Bin.) | Cao, Wan-Lin (Cao, Wan-Lin.) (学者：曹万林) | Chi, Yan-Zhong (Chi, Yan-Zhong.)

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EI Scopus PKU CSCD

摘要：

In　order　to　investigate　the　seismic　performance　of　a　recycled　concrete　frame-shear　wall　structure　with　energy　dissipation　braces,　two　frame-shear　wall　structures　were　tested　on　shaking　table,　including　one　recycled　coarse　aggregate　concrete　model　structure,　and　one　recycled　coarse　aggregate　concrete　model　structure　with　energy　dissipation　braces.　The　dynamic　characteristics,　dynamic　responses,　and　failure　modes　of　the　two　model　structures　in　different　stages　were　analyzed　and　compared　through　the　results　from　the　tests.　The　tests　and　analysis　results　show　that　the　seismic　performance　of　the　recycled　coarse　aggregate　concrete　frame-shear　wall　structure　with　energy　dissipation　braces　is　highly　improved,　and　it　is　able　to　well　satisfy　the　aseismic　capacity　according　to　the　current　code　for　seismic　design　of　buildings.

关键词：

Aggregates Concrete aggregates Concretes Concrete testing Dynamic response Energy dissipation Model structures Recycling Seismic design Seismic waves Seismology Shear flow Shear walls

作者机构：

[ 1 ] [Zhang, Jian-Wei]Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
[ 2 ] [Meng, Shao-Bin]Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
[ 3 ] [Cao, Wan-Lin]Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
[ 4 ] [Chi, Yan-Zhong]Key Laboratory of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China

通讯作者信息：

电子邮件地址：

zhangjw@bjut.edu.cn

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