• And the reduced linear elastic stiffness matrix is formulated for the macro-element of planar beam attached with springs at both ends through static reduced technique.

    采用静力缩减方法,由平面梁单元弯曲平衡方程推导两端杆件宏单元缩减刚度矩阵

    youdao

  • And the reduced linear elastic stiffness matrix is formulated for the macro-element of planar beam attached with springs at both ends through static reduced technique.

    采用静力缩减方法,由平面梁单元弯曲平衡方程推导两端杆件宏单元缩减刚度矩阵

    youdao

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