李建辉，薛彦涛，王翠坤，肖从真，常兆中
    （中国建筑科学研究院，北京100013）

[摘要] 填充墙框架结构是一种应用广泛的结构形式，结合填充墙震害，分析了填充墙框架的失效机制，总结了国内外关于填充墙对框架结构承载力、变形、刚度等性能影响的最新研究成果，重点探讨了填充墙框架结构的计算模型，结合新版《建筑抗震设计规范》( GB50011-2010)，给出了框架填充墙抗震设计的相关建议。最后，对框架填充墙抗震性能研究的发展方向做出了展望。
[关键词] 填充墙；框架；抗震性能；计算模型
中图分类号：TU352.1    文献标识码：A  文章编号：1002-848X( 2011) Sl-0012-06

Research and development in seismic performance of infilled walls for frame structures
Li Jianhui, Xue Yantao, Wang Cuikun, Xiao Congzhen, Chang Zhaozhong
( China Academy of Building Research,  Beijing 100013,  China)

Abstract: The infilled frame structure is a widely used structural form. According to the earthquake damage of infilled walls, the failure mechanism of infilled frame structure was analyzed. The newest results about effect of infilled walls on the bearing capacity, deformation and stiffness of RC frame structures at home and abroad were summarized. The calculated mode for the infilled frame structure was discussed primarily. The relevant suggestions for seismic design of infilled wall were presented based on the newest Code for seismic design, of buildin,gs( GB50011-2010). Finally, development prospects and tendency for future research were analyzed.
Keywords: infilled wall; frame; seismic performance; calculated model