摘要
针对四折悬臂式全封闭走廊这个工程实例,通过应用计算机分析程序对该结构的变形及应力情况进行了分析,得到了结构的变形情况和应力情况。然后通过考虑外层钢板全部作为结构组成部分参与结构工作,重新计算了结构的变形及应力情况,说明了外层钢板对于减小结构挠度的作用。
In this article, through using the program in the computer, we get the information of steel structure about the deformation and the force. Then, considering the steel panel as the part of the steel structure, we analyze the structure again. The results verify that the steel panel is helpful to reduce the deformation of the structure.
出处
《基建优化》
2005年第2期101-102,109,共3页
Optimization of Capital Construction
关键词
刚架
箱型梁
钢板
变形
挠度
rigid frame
box girder
steel panel
deformation
