摘要
本文在文[1]工作的基础上 ,将其提出的一维综合离散法应用到加肋板静力分析中 ,给出了从加肋板有限元法到一维综合离散法的具体推导 。
Base on the systhetic discrete method of thin plates static analysis presented in[1],asysthetic discrete metod on the stiffened plates analysis was proposed in this paper.The numerical results showthat systhetic discrete method in a effective and efficient for the analysis of the stiffened plates.
出处
《江苏建筑》
2004年第3期35-38,共4页
Jiangsu Construction
