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| 大跨度叠合梁斜拉桥计算分析 | |
| 引用本文： | 庄庆泰,张维昕. 大跨度叠合梁斜拉桥计算分析[J]. 山西建筑, 2012, 0(22): 184-185 |
| 作者姓名： | 庄庆泰 张维昕 |
| 作者单位： | 长安大学公路学院 |
| 摘 要： | 运用桥梁有限元分析软件MIDAS Civil,分别采用等效截面、联合截面和普通截面方式模拟叠合梁截面,对某一双塔叠合梁斜拉桥进行分析计算,并对比计算结果得到结论,可为其他斜拉桥叠合梁有限元分析提供借鉴。 |
| 关 键 词： | 叠合梁 联合截面 有限元分析 斜拉桥 |
Calculation and analysis of large-span composite beam cable-stayed bridge |
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| ZHUANG Qing-tai,ZHANG Wei-xin. Calculation and analysis of large-span composite beam cable-stayed bridge[J]. Shanxi Architecture, 2012, 0(22): 184-185 | |
| Authors: | ZHUANG Qing-tai ZHANG Wei-xin |
| Affiliation: | (Highway School of Chang’an University,Xi’an 710064,China) |
| Abstract: | This paper uses three types of beam section which are equivalent section,joint section and common section,to simulate the composite beam section via a large finite element analysis software-MIDAS Civil.Then a real two-tower composite beam cable-stayed bridge is set for calculation and analysis.And after comparing the calculate results,the conclusion is made and more profit for reference. |
| Keywords: | composite beam joint section finite element analysis cable-stayed bridge |
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