| 斜拉桥索塔施工过程的模拟分析 |
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| 引用本文： | 李厚民,李强,万润. 斜拉桥索塔施工过程的模拟分析[J]. 西部交通科技, 2012, 0(11): 33-37 |
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| 作者姓名： | 李厚民 李强 万润 |
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| 作者单位： | 1. 湖北工业大学土木工程与建筑学院,湖北武汉,430068
2. 武汉理工大学土木工程学院,湖北武汉,430070 |
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| 摘 要： | 文章以神农溪斜拉桥索塔为研究对象，运用有限元分析软件Midas／civil建立索塔的空间模型，对索塔有临时支撑和无临时支撑两种施工方式进行模拟分析，结果表明：在索塔斜塔柱施工过程中添加临时支撑钢管减小了斜塔柱的应力，优化了索塔的应力状态。
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| 关 键 词： | 神农溪斜拉桥索塔 Midas civil 模拟分析 应力 |
Simulation Analysis of Cable-stayed Bridge Pylon Construction Process |
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| LI Hou-min,LI Qiang,WAN Run. Simulation Analysis of Cable-stayed Bridge Pylon Construction Process[J]. Western China Communication Science & Technology, 2012, 0(11): 33-37 |
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| Authors: | LI Hou-min LI Qiang WAN Run |
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| Affiliation: | 1.Civil Engineering and Architecture School, Hubei University of Technology,W uhan, Hubei, 430068; 2.School of Civil Engineering and Architecture, Wuhan University of Technology,W uhan, Hubei, 430070) |
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| Abstract: | With Shennongxi cable-stayed bridge pylon as the research object,the article used the finite element analysis software Midas/Civil to establish the pylon＇s spatial model,cond- ucted the simulation analysis on two construction plans of pylon with temporary support and without temporary support,and the results showed that：the temporary support steel pipe in the pylon leaning-tower column construction process can reduce the stress of leaning-tower column and can optimize the stress state of pylon. |
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| Keywords: | Shennongxi cable-stayed bridge pylon Midas/Civil Simulation analysis Stress |
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