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| 钢筋混凝土圆环截面偏心受压构件极限强度计算及程序 | |
| 引用本文： | 黄平,陈平,李立.钢筋混凝土圆环截面偏心受压构件极限强度计算及程序[J].公路交通科技,2004,21(3):40-43. |
| 作者姓名： | 黄平 陈平 李立 |
| 作者单位： | 1. 广东省公路勘察规划设计院,广东,广州,510507 2. 湖南环达路桥总公司,湖南,长沙,410001 3. 北京建达道桥咨询有限公司,北京,100101 |
| 摘 要： | 在文献1]沿周边均匀配置钢筋的圆形偏心受压构件强度计算的基础上,运用叠加原理推导出内外圆周均匀配置双层钢筋的圆环截面偏心受压构件的极限强度计算公式,所得公式具有一般性,并编写相应的计算程序,程序在数家设计院经多年使用,证明是正确可靠的,可供工程设计应用。 |
| 关 键 词： | 圆环截面构件 偏心受压 极限强度 计算程序 |
| 文章编号： | 1002-0268(2004)03-0040-04 |
| 修稿时间： | 2003年1月21日 |
The Limit Strength Calculation and Program for Circular Section Reinforced Concrete Members under Eccentric Pressures |
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| HUANG Ping,CHEN Ping,LI li.The Limit Strength Calculation and Program for Circular Section Reinforced Concrete Members under Eccentric Pressures[J].Journal of Highway and Transportation Research and Development,2004,21(3):40-43. | |
| Authors: | HUANG Ping CHEN Ping LI li |
| Institution: | HUANG Ping~1,CHEN Ping~2,LI li~3 |
| Abstract: | This paper employs superposition theory to deduce formulations for limit strength calculation of eccentrically pressured circular sections with evenly placed double deck reinforcements along inner and outer circles.Works in this paper are based upon former works in strength theory of evenly reinforced circular sections under eccentric pressure.These formulations were attested to be accurate enough and sufficient for engineering applications by incorporating into a computer program that has been used by several design institutes for many years.. |
| Keywords: | Circular section member Eccentric pressure Limit strength Computer program |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |