摘要
本文首先介绍了大量用作临时房屋的轻钢结构拼装式房屋现状,然后运用有限元分析程序SAP2000,对这类房屋从承载力和变形的角度进行了分析,指出了其中存在的问题。针对这些问题,提出了相应的改进措施,并采用有限元模型进行了分析论证,提出了几点改进建议。
The situation of temporary buildings which assembled by light-steel structure are introduced. The load-bearing capacity and deformation angle of this kind buildings are analyzed by the procedure of finite element SAP 2000, and some disadvantages are pointed out. Some improvement measures are put forward.
出处
《工程抗震与加固改造》
2006年第2期65-68,共4页
Earthquake Resistant Engineering and Retrofitting
关键词
轻钢结构
有限元程序
改进措施
light-steel structure
procedure of finite element
improvement masure
