摘要
以轻钢结构临建房屋骨架结构试验为基础,采用有限元分析软件Ansys提出轻钢结构临建房屋的有限元计算模型建立方法,并对轻钢结构临建房屋骨架结构的水平侧移进行计算和分析。计算结果表明,所采用的有限元计算模型建立方法正确合理,且轻钢结构临建房屋骨架结构在设计荷载作用下的水平侧移不能满足规范要求。
A finite element calculation model of light steel temporary building frame structure was constructed via finite element analysis software Ansys. The lateral displacement of the frame structure of a light steel temporary building was calculated via the model. The results indicate that the finite element method of formulating the calculation model of light steel temporary buildings frame structure is rational and the lateral displacement under the design load cannot satisfy the standard requirement of the light steel temporary building frame structure.
出处
《福建工程学院学报》
CAS
2016年第1期1-4,共4页
Journal of Fujian University of Technology
基金
国家自然科学基金项目(51478119)
福建省级科技厅重大项目(2013H6003)
关键词
轻钢结构临建房屋
骨架结构
水平位移
有限元分析(FEA)
light steel temporary building
frame structure
lateral displacement
finite element analysis（FEA）
