对焊接孔长度扩大的钢框架梁-柱刚性节点进行了空间非线性有限元分析.

对焊接孔长度扩大的钢框架梁-柱刚性节点进行了空间非线性有限元分析.的英文翻译

基本释义

• The effect of enlarging the length of access hole on the behavior of steel bean?column moment connections was studied throuth 3D nonlinear finite?element analyses of connection subassemblies.