填充墙对RC框架结构抗震性能的影响分析及其相关规范探讨  

A Study of the Impact of Infilled Walls on the Seismic Performance Of RC Frame Structures and the Relational Codes

作　　者：蔡龙[1] 杜宏彪[2] 金仁和[1] 管民生[3] 

机构地区：[1]广东石油化工学院建筑工程学院,广东茂名525000 [2]深圳大学土木工程学院,广东深圳518060 [3]广东工业大学土木与交通工程学院,广东广州510006

出　　处：《广东石油化工学院学报》2012年第4期72-74,90,共4页Journal of Guangdong University of Petrochemical Technology

摘　　要：结合实际震害,从利弊两方面详细分析了填充墙对钢筋混凝土框架结构抗震性能的影响,在此基础上探讨了与其相关的规范。目前,关于填充墙对框架结构抗震性能的影响,我国规范没有给出具体的、量化的设计方法,文章针对填充墙对框架结构抗震性能的不利影响,提出了相应的对策,以供实际工程参考。The impact of infflled walls on the seismic performance of RC frame structures is analyzed in detail with the actual earthquake damage from favorable and unfavorable impact. At present Chinese codes has not clearly indicated quantified design method about the imact of infilled walls on the seismic performance of RC frame structures. The corresponding countermeasures are proposed based on the unfavorable impact of infilled walls on the seismic performance of RC frame structures, serving as reference for practical engineering design.

关 键 词：填充墙 钢筋混凝土框架结构 抗震性能 规范 

分 类 号：TU318[建筑科学—结构工程]