某办公楼钢框架-钢板剪力墙结构弹塑性地震反应分析  

Elastic-plastic seismic response analysis of steel frame-steel plate shear wall structure for an office building

作　　者：邢超[1] 刘勤[1] 王耆生[1] 刘晶磊[2] 

机构地区：[1]北方工程设计研究院有限公司,石家庄050011 [2]天津大学建筑工程学院,天津300072

出　　处：《建筑结构》2013年第S1期1152-1155,共4页Building Structure

摘　　要：钢框架-钢板剪力墙结构抗震性能优越。以一栋办公楼工程为背景,对这种结构体系进行弹塑性地震反应分析,研究该种结构体系在地震作用下的抗震性能。建立了三维弹塑性分析模型,考虑大变形,进行了动力时程分析,对结构在地震作用下的构件变形和整体位移情况进行了研究,验证了该结构在罕遇地震作用下的安全性。Seismic performance of steel frame-steel plate shear wall structure is superior. In an office building project as the background,we done a elastic-plastic seismic response analysis and researched the seismic performance of this kind of structure system. Elastic-plastic analysis model is established,considering large deformation and dynamic time history analysis was carried out. The component deformation under the action of the structure under earthquake conditions was studied,and the overall displacement was verified. The structure is safe and reliable under rare earthquake.

关 键 词：钢框架-钢板剪力墙结构 弹塑性时程分析 抗震性能 

分 类 号：TU398.2[建筑科学—结构工程]