弯矩分配法

弯矩分配法是一种对静不定梁和框架的结构分析法,是由Hardy Cross发明。在1930年发表于ASCE期刊[1]。此方法只考虑弯曲效应并且忽略了轴向效应和切向效应。从1930年弯矩分配法是廣为广泛运用于实示生产的方法,一直至電腦开始广泛应用于结构设计和分析為止。

参考文献

  1. Cross, Hardy (1930). "Analysis of Continuous Frames by Distributing Fixed-End Moments". Proceedings of the American Society of Civil Engineers (ASCE). pp. 919–928.
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