Geometric Stiffness Matrix of Space Thinwalled Member Based on Stability Functions
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    Abstract:

    In order to correctly describe the lateraltorsion buckling and warping deformations, and to satisfy the incremental virtual displacement principle, the solution of equilibrium differential equations under stretchbending, compressionbending, pure bendin

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王连坤,郝际平,张俊峰,王孟鸿.基于稳定函数的空间薄壁构件几何刚度矩阵[J].土木与环境工程学报(中英文),2008,30(2):85~89

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