| 圆形截面钢筋砼受弯构件正截面承载能力的实用计算方法 |
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| 引用本文： | 何伟.圆形截面钢筋砼受弯构件正截面承载能力的实用计算方法[J].科技情报开发与经济,1999,9(4):40-42. |
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| 作者姓名： | 何伟 |
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| 作者单位： | 山西省建筑设计研究院,030013,太原 |
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| 摘 要： | 本文针对结构工程设计中遇到的实际情况，提出了圆形截面钢筋砼受弯构件正截面承载能力的简捷计算方法。该计算方法建立了迭代计算的初值公式，避免了盲目计算，减少了计算工作量，并经过实际工程实践的检验，证明其效果很好。
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| 关 键 词： | 近似值 解析解 相对误差 受弯构件 |
| 修稿时间： | 1999-01-21 |
Practical Calculating Method for Principle Section's Bearing Capacity of Reinforced Concrete Flexural Members with Circular Section |
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| He Wei.Practical Calculating Method for Principle Section's Bearing Capacity of Reinforced Concrete Flexural Members with Circular Section[J].Sci-Tech Information Development & Economy,1999,9(4):40-42. |
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| Authors: | He Wei |
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| Abstract: | In the light of practical situation encountered in the design of structural engineering,putting forward a simplified calculating method for principle section's bearing capacity of reinforced concrete flexural members with circular section.By using this calculating method the initial-value formula for interative calculation is established which avoids the blind calculations and reduces the work load of calculations.And the examinations of practical engineerings show that its results are good. |
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| Keywords: | approximate value analytic solutions relative error flexural member |
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