The stiffness matrix of semi-rigid steel frames and the fixed end moment are deduced, based on the connection element method incorporating the effects of joint flexibility.

  • 采用连接单元法,考虑连接柔性的影响,推导出半刚性框架梁柱的刚度矩阵及半刚性梁的固端弯矩。

  • 互联网摘选 2025-01-20 19:03:08

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