您现在的位置:建筑结构>> 期 刊>> 2002年>> 第01期>>正文内容
广州市新体育馆屋盖吊装及拆撑过程动态分析
陈国栋 郭彦林 叶浩文 顾国荣 李鸿生
摘 要
    陈国栋  郭彦林   (清华大学土木工程系  北京 100084)
    叶浩文  顾国荣  李鸿生    (中国建筑第三工程局  广州 510660)

[提要]  应用ANSYS软件对广州市新体育馆主场馆钢屋盖结构进行了安装过程的动态跟踪分析。跟踪分析的主要目的是实时了解吊装和拆撑两个阶段钢屋盖内力和变形的变化情况,并根据分析结果复核、优化施工吊装方案和拆撑方案。计算分析为钢屋盖安装提供了理论依据。
[关键词]  钢屋盖  动态跟踪分析  吊装和拆撑过程

Based on the ANSYS finite element nonlinear analysis, this paper presents the continuous changing of deformation and internal force distribution of truss roof structure of Guangzhou New Gymnasium during its erection process. The emphasis is paid on the theoretical investigation to safety behavior of the roof structure from hoisting state into design state after removing temporary pillars. The proposed erection scheme were checked theoretically, and some modifica-tions were made accordingly.
Keywords:  steel truss; roof structure; tracing analysis; hoisting; removing; temporary pillars; process

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!