构件承受的压力作用点与构件的轴心偏离，使构件产生既受压又受弯时即 为偏心受压构件(亦称压弯构件)。常见于屋架的上弦杆、框架结构柱，砖墙及砖垛等。
对小偏心受压构件正截面强度计算提出了设计建议。
Suggestions are presented for calculating normal section strength of small eccentric compressive members.
主要适用于钢筋混凝土受弯和大偏心受压构件的加固。
It is mainly used in the strengthening of reinforced concrete flexural members and compression member with large eccentricity.
推导出了计算钢管煤矸石砼偏心受压构件承载力的经验公式；
The experience formula to calculate the ultimate bearing capacity is obtained.
应用推荐