| 某斜拉桥钢塔柱门式吊装塔架仿真分析 |
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| 引用本文： | 王智龙,钱栋栋,栾坤鹏. 某斜拉桥钢塔柱门式吊装塔架仿真分析[J]. 山西建筑, 2011, 37(2): 158-159 |
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| 作者姓名： | 王智龙 钱栋栋 栾坤鹏 |
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| 作者单位： | 1. 重庆交通大学土木建筑学院,重庆,400074
2. 中铁六局集团北京铁路建设有限公司,北京,100036 |
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| 摘 要： | 结合某斜拉桥主塔钢塔柱门式吊装塔架的结构设计，利用大型有限元分析软件Midas／civil2006对该塔架结构进行了空间仿真分析，在最不利工况下，研究了塔架结构的应力分布、变形和整体稳定情况，其分析结果及研究结论可为其他工程积累经验。
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| 关 键 词： | 钢塔柱 门式吊装塔架 空间仿真分析 应力 位移 稳定 |
Hoisting tower portal simulation and analysis for a steel tower cable-stayed bridge |
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| WANG Zhi-long,QLAN Dong-dong,LUAN Kun-peng. Hoisting tower portal simulation and analysis for a steel tower cable-stayed bridge[J]. Shanxi Architecture, 2011, 37(2): 158-159 |
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| Authors: | WANG Zhi-long QLAN Dong-dong LUAN Kun-peng |
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| Affiliation: | WANG Zhi-long QIAN Dong-dong LUAN Kun-peng |
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| Abstract: | Stayed with a gantry lifting tower structural design for steel tower, made a spatial analysis of the steel tower using finite element analysis software Midas/civil 2006, in the most adverse conditions, stud）, the stress distribution, deformation and the overall stability of the tower structure. It＇ s results and conclusions based on analysis can accumulate experience for similar problems in other projects. |
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| Keywords: | steel tower hoisting tower portal space simulation analysis stress displacement stable |
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