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两种半刚性节点的有限元分析及对框架的影响
引用本文:张行.两种半刚性节点的有限元分析及对框架的影响[J].山西建筑,2010,36(5):78-79.
作者姓名:张行
作者单位:长沙市规划设计院有限责任公司,湖南长沙,410007
摘    要:采用有限元程序ANSYS对两种半刚性节点进行了分析,并分别计算两种半刚性节点的钢框架的内力和位移,结果表明:不同的半刚性节点受力性能有较大区别,在设计中,充分考虑半刚性节点的类型的差异是十分必要的。

关 键 词:有限元  半刚性  钢框架

On the analysis of finite element of two kinds of semi-rigid nodes and their impact on framework
ZHANG Xing.On the analysis of finite element of two kinds of semi-rigid nodes and their impact on framework[J].Shanxi Architecture,2010,36(5):78-79.
Authors:ZHANG Xing
Abstract:It analyzes on two kinds of semi-rigid nodes by finite element software ANSYS,and calculates the inner force and displacement of the steel framework of those two kinds of semi-rigid nodes.The result shows that the load capacities of different semi-rigid nodes differ greatly,and it suggests that it is very necessary to fully consider of the difference between different types of semi-rigid nodes during the design process.
Keywords:finite element  semi-rigid  steel framework  
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