摘要
混凝土受压区高度的不同 ,大、小偏心受压构件的受力情况复杂 ,计算公式繁多 ,若能推导出统一计算公式 ,将使问题得到简化。本文提出偏心受压构件正截面承载力计算的统一公式 。
Based on the analysis of the failure bebavior of eccentrically compressed RC Members,calculating of bearing capacity of front section can be distinguished according to the size of the eccectric compression.Because of the different height of concrete compression zone,load-bearing circumstances are very complex and there are many calculating formulas.If we could deduce general calculating formulas,the problem will become simple.
出处
《低温建筑技术》
2004年第1期31-33,11,共4页
Low Temperature Architecture Technology
基金
湘潭大学科研启动项目XKJQD( 0 2 -0 0 1)
关键词
偏压构件
正截面承载力
统一计算公式
eccentrically compressed member
load-bearing capacity
general calculating formulas
