摇摆填充墙-框架结构抗震设计方法研究  

Study on Seismic Design Method of Rocking Infilled Wall-Frame Structure

作　　者：杨树标[1] 王浩 贾剑辉[1] 冯孟超 YANG Shu-biao;WANG Hao;JIA Jian-hui;FENG Meng-chao(College of Civil Engineering,Hebei University of Engineering,Handan 056038,China;China Construction Eighth Engineering Division Corp.Ltd.,Tianjin Branch,Tianjin 300452,China)

机构地区：[1]河北工程大学土木工程学院,河北邯郸056038 [2]中建八局天津分公司,天津300452

出　　处：《工程建设与设计》2018年第19期34-37,共4页Construction & Design for Engineering

摘　　要：以现行框架设计方法为基础,对一种新型的摇摆填充墙-框架结构进行抗震设计方法研究。采用静力非线性分析方法,对比了摇摆填充墙-框架结构与普通填充墙-框架结构和纯框架结构的性能差异。依据GB50011-2010《建筑抗震设计规范》对摇摆填充墙-框架结构分2个阶段进行设计,分别为多遇地震烈度下结构的内力变化和罕遇地震烈度下结构的最大层间位移角验算。最后针对墙体的"摇摆"对框架梁的延性要求提高的问题,简述了需要采取的相应构造措施。Based on the current frame design method, the seismic design method of a new type of rooking infiUed wall frame structure is studied. The static nonlinear analysis method is used to compare the performance differences between the rockinginfilled wall frame structure and the common infllled wall flame structure and the pure frame structure. According to GB 50011-2010 ＂Code for Seismic Design of Buildings＂, the design ofthe swing filled wall frame structure is dividedinto two stages, respectively the internal force changes o fstructure under the frequent earthquake intensity and the verification o fthe maximum srory drift anagle o fthe structure under rare earthquake intensity. Finally, according to the problem that the ductility requirement of the frame beam is raised by the ＂swing＂ of the wall, the corresponding anti-seismic construction measures are briefly described.

关 键 词：摇摆填充墙 设计方法 抗震 非线性分析 

分 类 号：TU352.11[建筑科学—结构工程]