摘要
本文对使用荷载阶段钢筋混凝土大偏心受压构件计算方法作了进一步探讨,重点提出一套其中性轴位置确定及计算方法,方法简便、实用、概念清楚,附有实例.
In this paper the method of the excessive eccentric compression of reinforcedconcrete member at applied load is studied. The new method of determiningand calculating the location of neutral axis is provided. This method is simpleand practical An example is also given nereby.
出处
《长沙铁道学院学报》
CSCD
1997年第1期10-14,共5页
Journal of Changsha Railway University