The proposed formulae for the moment redistribution ratio are valuable to the design of continuous composite beams.
据此，对连续组合梁的负弯矩调幅系数提出了建议。
On the other hand, though increasing axial compression ratio of column changes the moment redistribution in frame, the effect on ultimate loads and total modulations is insignificant.
另一方面，随轴压比增大，梁柱上弯矩分配虽略有变化，但对整榀框架的极限承载能力和总的弯矩调幅能力影响不大。
应用推荐