Analysis on Interruption and Plane Layout of Shear Wall for Frame-shear Wall Structure with Top Fault Shear Wall

被引：0
作者：
Qin Li [1 ]
Xu Ang [1 ]
Du Qi-shou [1 ]
机构：
[1] NE Dianli Univ, Sch Architectural & Civil Engn, Changchun, Jilin, Peoples R China
来源：
2009 INTERNATIONAL CONFERENCE ON INFORMATION MANAGEMENT, INNOVATION MANAGEMENT AND INDUSTRIAL ENGINEERING, VOL 2, PROCEEDINGS | 2009年
关键词：
frame-shear wall structure; top fault shear wall; interruptable position; Style Box; shear wall interrupted ratio;
D O I：
10.1109/ICIII.2009.236
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
According to the force-deformation characteristics of frame-shear wall structure, the calculation and analysis model of the "Style Box" type layout of frame-shear wall structure is advanced with the basic and simple arrangement of frame- shear wall structure. The different plane and vertical layout with interrupting shear walls of the frame-shear wall structure with top fault shear walls is discussed primarily by using the method of plane layout and vertical interruptable position being considered at the same time. Based on the main parameters of the frame-shear wall structure with top fault shear walls in different ways, it puts forward the importance of the shear wall location of the plane layout to the overall performance of the frame-shear wall structure with top fault shear walls except the lateral stiffness of the shear wall corresponding to the shear wall interrupted ratio.
引用
收藏
页码：328 / 331
页数：4
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