摘要
采用ANSYS软件中的Combin39单元和Combin14单元分别建立带施工缝钢筋混凝土框架有限元模型,通过模态分析后的振型、频率值比较,说明了带施工缝框架在进行动力分析时,Combin39单元和Combin14单元的优缺点。
We will set up the finite elements model of the reinforced concrete frame with construction joints by Combin39 and Combin14 element which in the ANSYS software. According to compare with the values and frequency by modal analysis, we will take the conclusion for merits and demerits of the Combin39 and Combin14 during the dynamic analysis of reinforced concrete frame with construction joints.
出处
《山西建筑》
2011年第16期41-42,共2页
Shanxi Architecture
