| 斜拉桥模型的建立与分析 |
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| 引用本文： | 钱磊.斜拉桥模型的建立与分析[J].山西建筑,2010,36(7):291-292. |
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| 作者姓名： | 钱磊 |
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| 作者单位： | 安徽省建设工程勘察设计院,安徽,合肥,230001 |
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| 摘 要： | 结合马鞍山某大桥的结构特点,应用土木工程专用的结构分析与优化设计软件MIDAS为平台考虑非线性因素的影响,建立了斜拉桥空间结构模型,着重就斜拉桥施工过程中的主梁应力以及全桥变形进行了理论计算和研究。
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| 关 键 词： | 斜拉桥 结构分析 MIDAS |
Building and analyzing of cable-stayed bridge model |
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| QIAN Lei.Building and analyzing of cable-stayed bridge model[J].Shanxi Architecture,2010,36(7):291-292. |
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| Authors: | QIAN Lei |
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| Abstract: | According to the structural features of the concrete cable-stayed bridge in Ma'anshan on the finite element software MIDAS,considering the influence of nonlinearity,the thesis sets up the space model and studies the main beam stress and the cable force and the distortion of bridge in the construction process. |
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| Keywords: | cable-stayed bridge analysis of structure MIDAS |
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