Seismic performance analysis under different conditions of location for shear wall frame shear structure

被引：0

作者：

Yang, Yizhen ^{[1
]}

Gan, Hong ^{[2
]}

机构：

[1] Anhui Polytech Univ, Coll Civil Engn & Architecture, 8 Beijing Rd, Wuhu 241000, Peoples R China

[2] Anhui Polytechn Univ, Presidents Off, Wuhan 241000, Peoples R China

来源：

APPLIED MECHANICS AND MATERIALS II, PTS 1 AND 2 | 2014年 / 477-478卷

关键词：

frame-shear wall structure; Seismic performance; story drift;

D O I：

10.4028/www.scientific.net/AMM.477-478.784

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

Frame shear wall structure as a high-rise building one of the most widely used structure form, has good seismic performance and high bearing capacity, the frame shear wall structure research focused on the study of shear wall quantity more, pay attention to consider shear wall quantity and the intrinsic relationships between shear wall lateral stiffness and to seek the optimal design of shear wall stiffness, ignores the position of the shear wall, on the whole architecture of the influence of lateral stiffness, and can go, is set the location of the shear wall is difficult to study, this article will focus on the research of location of shear wall structure seismic performance, provide reference for the future of this kind of structure design.

引用

页码：784 / +

页数：2