| 106m下承式钢桁结合梁桥面系 结合形式的比较研究 |
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| 引用本文： | 叶梅新,杨斐,陈佳,侯杰平.106m下承式钢桁结合梁桥面系 结合形式的比较研究[J].中国西部科技,2008,7(35):1-2. |
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| 作者姓名： | 叶梅新 杨斐 陈佳 侯杰平 |
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| 作者单位： | 中南大学土木建筑学院,湖南,长沙,410075 |
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| 摘 要： | 本文以某高速铁路106m双线下承式简支钢桁梁密布横梁混凝土桥面板体系为研究对象，建立整体有限元模型，对钢桁梁桥面系两种不同结合形式进行计算分析，得出不同结合形式对结构受力的影响。
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| 关 键 词： | 下承式钢桁梁 结合梁 桥面系 对比分析 |
Comparative Analysis of The 106m Through Type Steel Truss-concrete Girder Bridge About The Bridge Deck System |
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| YE Mei-xing,YANG Fei,CHEN Jia,HOU Jie-ping.Comparative Analysis of The 106m Through Type Steel Truss-concrete Girder Bridge About The Bridge Deck System[J].Science and Technology of West China,2008,7(35):1-2. |
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| Authors: | YE Mei-xing YANG Fei CHEN Jia HOU Jie-ping |
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| Institution: | (College of Civil and Architectural Engineering,Central South University,Changsha 410075,China) |
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| Abstract: | This article is study about the Multi-beam bridge deck system of 106m through type freely-supported steel trussconcrete girder bridge with two-lane railways,we establish the whole finite element model and analysis the two different forms of integration and get impact of force on the structure about two different forms. |
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| Keywords: | through steel truss girder composite grider bridge deck system comparative analysis |
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