| 高桥墩之间几何非线性效应的相互干扰分析 |
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| 引用本文： | 程翔云.高桥墩之间几何非线性效应的相互干扰分析[J].公路,2003(9):7-12. |
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| 作者姓名： | 程翔云 |
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| 作者单位： | 湖南大学土木工程学院,长沙市,410082 |
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| 摘 要： | 提出了高桥墩之间几何非线性效应的相干分析计算模型。它适合于应用平面有限元法的计算程序求解。通过一个实例和应用逐次渐近法验证了该模型的精度，并从中得到一些有用的结论。
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| 关 键 词： | 高桥墩 几何非线性效应 相互干扰分析 计算模型 平面有限元法 逐次渐近法 桥梁工程 |
| 文章编号： | 0451-0712(2003)09-0007-05 |
Mutural Distubance Analysis of Geometric Nonlinear Effect Between Higher Piers |
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| CHENG Xiang,yun.Mutural Distubance Analysis of Geometric Nonlinear Effect Between Higher Piers[J].Highway,2003(9):7-12. |
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| Authors: | CHENG Xiang yun |
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| Abstract: | The computational models of mutural distubance analysis about geometric nonlinear effect between the higher piers are proposed. It may be resolved by the plane finite element computer program. The precision of these models are verified by an example and by succesive appreximation method, and from it some useful conclusions are obtained. |
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| Keywords: | higher pier mutural distubance analysis geometric nonlinear effect computational model succesive appreximation method |
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