First of all,the nonlinear equation of structure is presented in this paper based on virtual work principle. It is thought that the Updated Lagrangian Formulation(U.L.Formulation) is more adapt for nonlinear analysis computer program for arch bridge.

 
  • 首先,本文基于虛功原理,推導了結構幾何非線(xiàn)性方程,指出更新的拉格朗日列士法(U.;L列士)更適用于橋梁結構非線(xiàn)性分析程序的編制。
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