您现在的位置:建筑结构>> 期 刊>> 2012年>> 增刊02期>>正文内容
基于MIDAS的双塔连体高层结构静力弹塑性分析
张元凯1, 杨宝山2
摘 要

张元凯1,  杨宝山2
(1上海蒙福陇化学工程有限公司,上海200033;2交通运输部公路科学研究院,北京100191)

[摘要] 静力弹塑性( Pushover)分析,是基于性能评估现有结构和设计新结构的一种重要方法,已被引入我国新的《建筑结构抗震规范》。简要介绍了Pushover分析的基本原理和分析步骤,给出一基于MIDAS软件计算的结构设计实例,并对其结果进行分析,以供设计参考。
[关键词] 静力弹塑性分析;Pushover; 双塔连体
中图分类号:TU311.41    文献标识码:A  文章编号:1002-848X(2012) S2-0141-04

Nonlinear static analysis of connect twin-towers high structure based on MIDAS
Zhang Yuankai1, Yang Baoshan2
(1 Shanghai Menflowtech Chemical Engineering Co., Ltd., Shanghai 200233, China; 2 Research Institute of Highway Ministry of Transport, Beijing 100191, China)

Abstract: The static elasto-plastic (Pushover) analysis is an important method for evaluate structure of in existence and design new structure that base on performance, and which has been recommended by the new national Code of Seismic Design of Buildings. A concise introduction to the principle and procedures of Pushover was presented, and a structure design example that based on MIDAS was presented and analyzed, further give the advice for designer.
Keywords: static elasto-plastic analysis; Pushover; connect twin-towers

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!