标题：Nonlinear Simulation Analysis of the Shear Force Redistribution Performance of the RC Frame-Shear Wall Structure with Different Seismic Performance Targets*
期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2019
卷号：267
期号：4
页码：1-7
DOI：10.1088/1755-1315/267/4/042072
出版社：IOP Publishing
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.
