| 芜湖长江大桥下平联及铁路桥面系受力研究 |
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| 引用本文： | 熊凯,欧阳剑.芜湖长江大桥下平联及铁路桥面系受力研究[J].企业科技与发展,2009(5):107-109. |
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| 作者姓名： | 熊凯 欧阳剑 |
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| 作者单位： | [1]广东省路桥规划勘察中心,广东广州510635 [2]广州市公路开发公司,广东广州510080 |
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| 摘 要： | 芜湖长江大桥是国内首次采用板桁组合结构建造的一座公铁两用桥。文章以芜湖长江大桥为例,主要通过ANSYS软件建立空间模型研究其下平联及铁路桥面系的分配作用,为在同类型桥梁项目中进行平面方法简化计算时提供理论依据。
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| 关 键 词： | 板桁 下平联 桥面系 受力研究 |
A Study on Bearing Force of Bottom Laterals and Bridge Decking of Wuhu Changjiang River Bridge |
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| Institution: | XIONG Kai, OUYANG Jian (1. Guangdong Highway and Bridge Program and Investigation Center Guangzhou Guangdong 510635; 2. Guangzhou Highway Development Corporation, Guangzhou Guangdong 510080) |
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| Abstract: | Wuhu Changjiang River Bridge is a Rail-Road bridge that first applies the Plate-Truss Composite Structure in China. This article, taking this bridge as an example, studies the distribution of bearing force of bottom laterals and bridge decking via space model by ANSYS software, which can provide the theory basis for plane simplified calculation of similar bridge construction. |
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| Keywords: | Plate-Truss bottom laterals bridge decking a study on bearing force |
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