| 风荷载作用下钢管混凝土拱桥反应几何非线性有限元分析 |
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| 引用本文： | 张建民,寇素霞.风荷载作用下钢管混凝土拱桥反应几何非线性有限元分析[J].东北林业大学学报,2005,33(5):120-122. |
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| 作者姓名： | 张建民 寇素霞 |
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| 作者单位： | 东北林业大学,哈尔滨,150040;黑龙江科技学院 |
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| 摘 要： | 采用非线性有限元法（U．L列式法）对钢管混凝土拱桥在静风荷载风荷载作用下的几何非线性行为进行了计算与分析，得出在风荷载作用下钢管混凝土的几何非线性因素不可忽略的结论。
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| 关 键 词： | 钢管混凝土拱桥 风荷载 非线性有限元 |
| 收稿时间： | 2004-09-16 |
| 修稿时间： | 2004-09-16 |
Analysis of Concrete-filled Steel-tube Arch Bridge Forced by the Wind Load with Nonlinear Finite Element Method |
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| Zhang Jianmin,Kou Suxia.Analysis of Concrete-filled Steel-tube Arch Bridge Forced by the Wind Load with Nonlinear Finite Element Method[J].Journal of Northeast Forestry University,2005,33(5):120-122. |
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| Authors: | Zhang Jianmin Kou Suxia |
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| Abstract: | The nonlinear finite element method (U.T column-wise method) was used to compute and analyze the geometric non-linear behavior of the concrete-filled steel-tube arch bridge forced by the wind load. Result showed that the geometric non-linear factor must not be neglected when a concrete-filled steel-tube arch bridge is forced by the wind load. |
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| Keywords: | TConcrete - filled steel - tube arch bridge Wind load Nonlinear finite element |
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