单排配筋剪力墙结构抗震性能及设计研究  

Seismic behavior and design method of RC shear wall structure with single row of steel bars

作　　者：张建伟[1] 杨兴民[1] 曹万林[1] 董宏英[1] 

机构地区：[1]北京工业大学建筑工程学院,北京100124

出　　处：《世界地震工程》2009年第1期77-81,共5页World Earthquake Engineering

基　　金：北京市科技攻关课题项目(Y060506000007022);国家十一五支撑科技计划课题项目(2008BAJ08B14);北京工业大学博士科研启动基金项目(52004012200704)

摘　　要：以往剪力墙结构主要用于高层建筑并采用双排配筋剪力墙。笔者提出了单排配筋剪力墙多层住宅结构,为了研究其抗震性能,进行了较系统的单排配筋剪力墙结构及构件的抗震试验研究。文中简要介绍了单排配筋剪力墙抗震性能研究概况,将其与传统的砖墙进行了抗震性能比较,给出了其适用范围,提供了其抗震构造措施。研究表明,这种单排配筋剪力墙可以用于多层住宅结构的抗震设计。The RC shear wall with two rows of steel bars usually is used for high-rise buildings. The RC shear wall with single row of steel bars is proposed for applying to muhistory residence buildings by the authors. In order to achieve the seismic performance of shear wall with single row of steel bars in bi-direction, the experiments were systematically carried out. In this paper, the general situation of experimental study on RC shear wall with single row of steel bars in hi-direction is introduced. And a eomparison of the seismic performance between it and brick masonry shear wall is done. Based on the experimental study, the application fields of the RC shear wall with single row of steel bars in bi-direction are suggested, and its seismic construction measures are provided. Research above- mentioned indicates that the RC shear wall with single row of steel bars in bi-direction is able to be used to multistory residence building.

关 键 词：双向单排配筋 混凝土剪力墙 抗震设计 构造措施 

分 类 号：TU375[建筑科学—结构工程]