| 圆形截面偏心受压构件正截面承载力计算方法 |
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| 引用本文： | 张建华,徐文平.圆形截面偏心受压构件正截面承载力计算方法[J].四川建筑科学研究,1999(3):11-15. |
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| 作者姓名： | 张建华 徐文平 |
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| 作者单位： | [1]南京军区空军勘察设计院 [2]东南大学土木学院 |
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| 摘 要： | 依据圆形截面钢筋砼偏心受压构件的基本受力特性，运用二分法原理，建立实用计算表格，从而使其正坎面承载力的计算避免了求解超越函数方程及多次迭代等麻烦。
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| 关 键 词： | 圆形截面 承载力 钢筋混凝土 偏心受压构件 |
A METHOD TO CALCULATE THE CAPACITY OF ECCENTRICALLY LOADED RC MEMBER WITH CIRCULAR SECTION |
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| Zhang Jianhua.A METHOD TO CALCULATE THE CAPACITY OF ECCENTRICALLY LOADED RC MEMBER WITH CIRCULAR SECTION[J].Building Science Research of Sichuan,1999(3):11-15. |
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| Authors: | Zhang Jianhua |
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| Abstract: | According to the basic mechanical characteristics of eccentrically ltaled RC members with circular section,a practical computing table is established by using the principle of dichotomy and as a result,the transcendentel equations and many times of iteration are avoided in the calcuIation of members' capacity. |
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| Keywords: | circular section capacity of normal section |
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