Nonlinear Simulation Analysis of the Shear Force Redistribution Performance of the RC Frame-Shear Wall Structure with Different Seismic Performance Targets

被引：0

作者：

Ao, Juming ^{[1
]}

Jia, Yigang ^{[2
]}

Wu, Guangyu ^{[1
]}

Wu, Guoqiang ^{[3
]}

Wang, Huibin ^{[1
]}

机构：

[1] Nanchang Univ, Sch Civil Engn & Architecture, Nanchang 33003, Jiangxi, Peoples R China

[2] Nanchang Univ, Design & Res Inst, Nanchang 330047, Jiangxi, Peoples R China

[3] Jiangxi Country Garden Real Estate Co Ltd, Nanchang 330038, Jiangxi, Peoples R China

来源：

2019 3RD INTERNATIONAL WORKSHOP ON RENEWABLE ENERGY AND DEVELOPMENT (IWRED 2019) | 2019年 / 267卷

关键词：

D O I：

10.1088/1755-1315/267/4/042072

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

Seismic performance design has become the basic requirement of tall building structures design, and the research on the impact of seismic performance target on the anti-side mechanism of RC frame-shear wall structure first and second anti-seismic defense lines is rarely involved. In this paper, the nonlinear finite element analysis method of degenerated three-dimensional solid virtual laminated element is adopted to consider the space synergy effect of beam-slab-column wall, and the nonlinearity of the 17-story RC frame-shear wall space structure model is designed according to seismic performance targets B, C and D respectively.

引用

页数：6