摘要
本文以高层剪力墙为研究对象,进行地震作用下的力学性能模型分析研究。其间利用广厦结构CAD建立建筑结构计算模型,通过有限元分析技术进行相应的结构模型计算。同时,利用Matlab对结构模型进行优化设计,使各个构件之间的连接锚固更加稳固牢靠,荷载承载能力大大提高。
In this paper, the high-rise shear wall was taken as the research object, and the mechanical performance model analysis under earthquake action was carried out. In the meantime, the building structure calculation model was established by using Guangsha structure CAD, and the corresponding structural model calculation was carried out by finite element analysis technology. At the same time, the structural model was optimized by Matlab, so that the connection and anchorage between the various components was more stable and reliable, and the load carrying capacity was greatly improved.
作者
袁棪
熊波
YUAN Yan;XIONG Bo(Zhengzhou University of Science and Technology,Zhengzhou Henan 450064;Zhengzhou Branch of SINOMACH TDI International Engineering Co.,Ltd.,Zhengzhou Henan 450000)
出处
《河南科技》
2019年第29期126-128,共3页
Henan Science and Technology
基金
河南省教育厅高校重点研究项目（19B560010）
关键词
剪力墙结构
广厦结构CAD
有限元分析
MATLAB
优化设计
shear wall structure
Guangsha structure CAD
general finite element analysis
Matlab
optimization design
作者简介
袁棪(1984-),女,本科,助教,研究方向:钢筋混凝土抗震和减震、建筑设计。
