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

2019 3rd International Workshop on Renewable Energy and Development

能源学;生态环境科学

Ao, Juming^1 ; Jia, Yigang^2 ; Wu, Guangyu^1 ; Wu, Guoqiang^3 ; Wang, Huibin^1

School of Civil Engineering and Architecture, Nanchang University, Nanchang, Jiangxi

330031, China^1

Design and Research Institute, Nanchang University, Nanchang, Jiangxi

330047, China^2

Jiangxi Country Garden Real Estate Co, Ltd., Nanchang, Jiangxi

330038, China^3

关键词: Nonlinear finite element analysis methods;    Nonlinear simulations;    Rc frame-shear wall structures;    Seismic Performance;    Space structure;    Tall building structures;    Three-dimensional solids;    Virtual laminated element;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/267/4/042072/pdf
DOI  :  10.1088/1755-1315/267/4/042072

学科分类：环境科学（综合）

来源: IOP

【 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.