带高位转换层的框支剪力墙结构弹塑性地震反应分析  

SEISMIC RESPONSE ANALYSIS OF FRAME-SUPPORTED SHEAR WALL STRUCTURE WITH HIGH TRANSFER STOREY

作　　者：张兰英[1] 李艳娜[2] 吴庆荪[3] 

机构地区：[1]中国建筑设计研究院,北京100044 [2]中国纺织工业设计院,北京100037 [3]北方交通大学,北京100044

出　　处：《工业建筑》2003年第6期24-27,共4页Industrial Construction

摘　　要：通过对一 18层商住楼的动力时程分析 ,研究了转换层的设置位置、转换层以下和以上结构的刚度、刚度比、层屈服强度等因素对建筑物的抗震性能的影响 。By the time\|history analysis of a 18\|storied tall building that used as shop and residence, the paper analyses the effects of the factors, such as the location of the transfer story, the superstructure stiffness, the substructure stiffness, their stiffness ratio, the story\|yield strength etc on the building′s seismic properties. and gives the special properties of the high\|rise building with transfer story under the action of earthquake.

关 键 词：高层建筑 转换层 动力分析 框支剪力墙 结构弹塑性 

分 类 号：TU973.16[建筑科学—结构工程]