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.

 
  • 對焊接孔長(cháng)度擴大的鋼框架梁-柱剛性節點(diǎn)進(jìn)行了空間非線(xiàn)性有限元分析.
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