| 圬工桥墩弯矩增大系数非线性分析法 |
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| 引用本文： | 许克宾,霍铭煊,李根成,季文玉.圬工桥墩弯矩增大系数非线性分析法[J].北京交通大学学报(自然科学版),1993(1). |
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| 作者姓名： | 许克宾 霍铭煊 李根成 季文玉 |
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| 作者单位： | 北方交通大学土木建筑系，北方交通大学土木建筑系，北方交通大学土木建筑系，北方交通大学土木建筑系 |
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| 摘 要： | 基于材料的实际应力—应变关系,采用非线性分析方法,计算混凝土及石砌桥墩墩身截面弯矩增大系数.模型试验结果表明,本计算方法是合理可行的.
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| 关 键 词： | 桥墩 弯矩增大系数 非线性分析 |
A Non-Linear Analysis of the Moment Magnification Ratio of Concrete and Masonry Piers |
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| Xu Kebin,Huo Minxuan,Li Genchen,Ji Wenyu.A Non-Linear Analysis of the Moment Magnification Ratio of Concrete and Masonry Piers[J].JOURNAL OF BEIJING JIAOTONG UNIVERSITY,1993(1). |
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| Authors: | Xu Kebin Huo Minxuan Li Genchen Ji Wenyu |
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| Institution: | Xu Kebin;Huo Minxuan;Li Genchen;Ji Wenyu Department of Civil Engineering |
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| Abstract: | Based on the practical stress-strain relation of the materials,the moment magnification ratio of concrete and masonry piers is calculated,by use of the non-linear analysis method,in the present paper.The results of the model tests show that this calculating method is rational and useful. |
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| Keywords: | bridge pier moment magnification ratio non-linear analysis |
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