节点文献

双向单排配筋剪力墙节点抗震性能试验研究

Experimental study on seismic performance of RC shear wall joint with bi-directional single row of steel bars

推荐 CAJ下载
PDF下载
不支持迅雷等下载工具，请取消加速工具后下载。

【Author】 CAO Wanlin1,2,SUN Chao1,YANG Xingmin1,ZHANG Jianwei1,YANG Yabin1 (1.The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China;2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing 100124,China)

【机构】北京工业大学建筑工程学院；北京工业大学建筑工程学院北京100124；城市与工程安全减灾省部共建教育部重点实验室；北京100124；

【摘要】双向单排配筋剪力墙结构适用于多层住宅结构。为了研究不同构造及不同连梁剪跨比的节点抗震性能,进行了5个连梁与墙肢节点的低周反复荷载试验。较系统地分析了其承载力、刚度及其退化过程、延性、耗能、破坏机制和破坏特征等。试验表明,经过合理设计,这种双向单排配筋剪力墙节点可以满足抗震要求。更多还原

【Abstract】 RC shear wall with bi-directional single row of steel bars is applicable for multistory residence building.A low-frequency quasi-static cyclic loading experimental study on seismic performance of five joint models with different construction measures and shear-span ratios was carried out.The load-carrying capacity,stiffness and its degradation,ductility,energy dissipation and failure phenomena of each specimen were analyzed systematically.Experiments indicate that the joint with bi-directional single row of steel bars is able to satisfy the requirements of seismic design through rational designing.更多还原

【关键词】双向单排配筋；剪力墙；节点；抗震性能；
【Key words】 bi-directional single row of steel bars； shear wall； joint； seismic performance；

【基金】北京市科技攻关课题(Y060506000007022)

【文献出处】地震工程与工程振动 ,Journal of Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2008年03期

【分类号】TU398.2
【被引频次】6
【下载频次】197

知网节下载

节点文献中：

本文链接的文献网络图示:

本文的引文网络

节点文献