| 偏心受压构件正截面承载力统一计算公式研究 |
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| 引用本文： | 张学兵,邓寿昌,杨永友,邓旭华.偏心受压构件正截面承载力统一计算公式研究[J].低温建筑技术,2004(1):31-33,11. |
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| 作者姓名： | 张学兵 邓寿昌 杨永友 邓旭华 |
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| 作者单位： | 湘潭大学建筑工程系,湖南,湘潭,411105;北京交通大学土木建筑工程学院,北京,100044 |
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| 基金项目： | 湘潭大学科研启动项目XKJQD( 0 2 -0 0 1) |
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| 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
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| 关 键 词： | 偏压构件 正截面承载力 统一计算公式 |
| 文章编号： | 1001-6864(2004)01-0031-03 |
STUDY OF THE UNIFORM FORMULAS FOR CALCULATING BEARING CAPACITY OF ECCENTRICALLY COMPRESSED REINFORCED CONCRETE |
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| ZHANG Xue-bing,DENG Shou-chang,YANG Yong-you,DENG Xu-hua.STUDY OF THE UNIFORM FORMULAS FOR CALCULATING BEARING CAPACITY OF ECCENTRICALLY COMPRESSED REINFORCED CONCRETE[J].Low Temperature Architecture Technology,2004(1):31-33,11. |
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| Authors: | ZHANG Xue-bing DENG Shou-chang YANG Yong-you DENG Xu-hua |
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| Affiliation: | ZHANG Xue-bing~1,DENG Shou-chang~1,YANG Yong-you~2,DENG Xu-hua~1 |
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| 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. |
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| Keywords: | eccentrically compressed member load-bearing capacity general calculating formulas |
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