| 试用迭代法求解梯形、三角形截面梁正截面承载力 |
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| 引用本文： | 孙犁,康怀云.试用迭代法求解梯形、三角形截面梁正截面承载力[J].洛阳工业高等专科学校学报,1998(1). |
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| 作者姓名： | 孙犁 康怀云 |
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| 作者单位： | 洛阳工业高等专科学校建筑工程系 |
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| 摘 要： | 根据《砼结构设计规范》(GBJ10—89)给定的基本公式,运用解答高次方程的迭代法尝试求解梯形、三角形截面梁正截面承载力。
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| 关 键 词： | 砼受弯构件 迭代法 |
Using Alternation Approximate Method for following a Precedent to Answer Moment Capacity of Reinforced Concrete Trapezium Beams or Triangle Beams. |
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| Sun Li,Kang Huaiyun.Using Alternation Approximate Method for following a Precedent to Answer Moment Capacity of Reinforced Concrete Trapezium Beams or Triangle Beams.[J].Journal of Luoyang Technology College,1998(1). |
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| Authors: | Sun Li Kang Huaiyun |
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| Institution: | Sun Li Kang Huaiyun |
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| Abstract: | According to basic formula from the Concrete Specification of Construction Design (GBJ10-89),using alternation approximate method for following a precedent which is suitable for solving higher equation to answer moment capacity of reinforced concrete trapezium or triangle beams. |
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| Keywords: | the concrete flexure member alternation approximate method for following a precedent |
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