偏心受压是结构力学、材料力学里面都涉及到定义，即受压构件的压力作用线与构件轴线不重合。
But at present, the study on homemade H-section steel members are far from perfect. Based on this status, the in-plane stability capacity for homemade rolled H-section steel columns under eccentric load is analyzed in this paper .
然而国产热轧H型钢是进几年才出现的，对其力学性能的研究比较少，基于这样一个情况，本文着重就轧制H型钢偏心受压构件在弯矩作用平面内的稳定性能进行研究。
参考来源 - 热轧H型钢偏心受压构件在弯矩作用平面内极限承载力的理论与试验研究Many research on overal stability for eccentrically compressed hot-rolled single angle members has been completed in China and oversea. Residual stress and connection has also been researched.
对于传统热轧等边角钢,其两端偏心受压的整体稳定承载力,以及残余应力和连接形式等影响其整体稳定承载力的因素,国内外都做了大量的实验和理论研究。
参考来源 - 两端偏心受压的Q460热轧等边单角钢整体稳定承载力试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
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.
对混凝土轴心受压柱和偏心受压柱进行了可靠度分析。
The reliability analysis of concrete columns under axial and eccentric compression was performed.
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