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偏心受压构件正截面承载力统一计算公式研究
STUDY OF THE UNIFORM FORMULAS FOR CALCULATING BEARING CAPACITY OF ECCENTRICALLY COMPRESSED REINFORCED CONCRETE
【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 ,很好地解决了这一问题
【Abstract】 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.
【关键词】 偏压构件;
正截面承载力;
统一计算公式;
【Key words】 eccentrically compressed member; load-bearing capacity; general calculating formulas;
【Key words】 eccentrically compressed member; load-bearing capacity; general calculating formulas;
【基金】 湘潭大学科研启动项目XKJQD( 0 2 -0 0 1)
- 【文献出处】 低温建筑技术 ,Low Temperature Architecture Technology , 编辑部邮箱 ,2004年01期
- 【分类号】TU375
- 【被引频次】3
- 【下载频次】232