1·Conclusion There are higher bending loads at the subtrochanteric area of the femur due to the eccentric loading.
结论由于偏心负载，股骨转子下区可以产生很高的弯曲负荷。
2·Based on the analyzing results, the eccentric loading increased the dynamic-instability district of the arm and would be adverse to its dynamic-stability.
结果表明，荷载偏心增大了支臂的动力不稳定区域，不利于支臂的动力稳定。
3·Total of 14 dumbbell CFST columns were tested under eccentric loading, those with 6 specimens which concrete filled into the web space and those with 8 specimens which concrete not filled into it.
进行了14根钢管混凝土哑铃形试件的偏压试验，其中腹腔内不填充混凝土的构件6根和腹腔内填充混凝土的试件8根。
4·In this paper, the basic formula and changing rule are presented according to the loading course, the failing mechanism and the relative formula of eccentric reinforced concrete structural member.
本文从钢筋混凝土偏心受压构件的受力过程，破坏机理及由此所建立的基本公式出发，进行了一系列推导，最终求得偏压构件的经济配筋率的一般表达式及其变化规律。