Based on classic elastic stability theory of framework,the four-moment equation and the stability equations of member group considering joint rigidity are derived and extended to study trusses.

 
  • 在經(jīng)典的剛架彈性穩定理論基礎上推導了考慮節點(diǎn)剛度的四彎矩方程和構件群穩定方程,并將其應用于桁架結構。
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