从试验数据和计算结果中可发现，墙端铰接以及墙体的刚度变化会给内力以及变形带来显著的影响，产生的横向弯矩在量值上几乎与纵向弯矩相等。

I found that the hinged ends and the varying rigidity can affect the values of moments and displacement very much. The values of transverse moments are almost equal with longitudinal moments.

youdao

基于墙体受到纵向弯矩、横向弯矩和扭矩的综合作用，提出采用等效弯矩法评价墙体的综合抗弯性能；

Considering vertical and horizontal bending moment and tortile moment action together, equivalent bending moment is proposed in this paper to evaluate anti-bend capability of wall.

youdao