计算力学学报2012，Vol.29Issue(2)：224-229,6.
基于网络的结构协同弹塑性分析方法的研究
Study on internet-based collaborative structure inelastic analysis
摘要
Abstract
This paper presents Internet-based collaborative structure analysis,including the research of assembling global stiffness,nonlinear iterative method,program control and communication methods.An Internet-based collaborative structure program CSAS has been developed with object-oriented program language,which is composed of host structure analysis program,host communication program,sub-computer control program and sub-computer communication program.Real-time information transmission between the programs is realized by Internet communication.A static elastic-plastic analysis of a 4-story and a 60-story frame-shear wall structures,which is divided into several substructures,is presented in this paper.The collaborative structure analysis is performed in several computers controlled by the CSAS.The results are compared with that of the whole structure analysis,which shows the validity of Internet-based collaborative structure elastic-plastic analysis.关键词
结构协同分析/联网计算/非线性有限元/静力弹塑性分析/框架剪力墙结构Key words
collaborative structure analysis/network calculation/nonlinear finite element/static elastic-plastic analysis/frame-shear wall structure分类
数理科学引用本文复制引用
陈学伟,韩小雷,王响..基于网络的结构协同弹塑性分析方法的研究[J].计算力学学报,2012,29(2):224-229,6.基金项目
华南理工大学亚热带建筑科学国家重点实验室自主研发课题（2011ZA05）资助项目 （）
