• 段、变形引起的梁外挠度可利用已有悬臂周交变加载模拟程序计算通过几何关系换算得到

    The beam end displacement due to beam and column deformation may be calculated by existing cantilever program and then converted by geometric relation.

    youdao

  • 段、变形引起的梁外挠度可利用已有悬臂周交变加载模拟程序计算通过几何关系换算得到

    The beam end displacement due to beam and column deformation may be calculated by existing cantilever program and then converted by geometric relation.

    youdao

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