| 双索面斜拉桥主梁剪力滞效应研究 |
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| 引用本文： | 张育智,李乔,唐亮,罗刚林.双索面斜拉桥主梁剪力滞效应研究[J].四川建筑科学研究,2006,32(4):20-22. |
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| 作者姓名： | 张育智 李乔 唐亮 罗刚林 |
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| 作者单位： | 1. 西南交通大学土木工程学院,四川,成都,610031
2. 四川省交通厅公路规划勘查设计研究院,四川,成都,610041 |
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| 摘 要： | 在不同类型荷载作用下，双索面斜拉桥主梁不同位置的截面具有不同的应力分布规律。通过大比例模型试验与空间有限元分析结果的比较，得到了泸州泰安长江大桥箱形截面在几种典型荷载作用下的剪力滞系数，并对设计提出了几点建议。
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| 关 键 词： | 双索面斜拉桥 大比例模型试验 箱形截面 剪力滞系数 |
| 文章编号： | 1008-1933（2006）04-0020-03 |
| 收稿时间： | 2005-07-22 |
| 修稿时间： | 2005年7月22日 |
Study on the shear lag effect of cable-stayed bridge with double cable planes |
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| ZHANG Yu-zhi,LI Qiao,TANG Liang,LUO Gang-lin.Study on the shear lag effect of cable-stayed bridge with double cable planes[J].Building Science Research of Sichuan,2006,32(4):20-22. |
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| Authors: | ZHANG Yu-zhi LI Qiao TANG Liang LUO Gang-lin |
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| Affiliation: | 1. School of Civil Engineering ,Southwest Jiaotong University ,Chengdu 610031, China; 2. Sichuan Province Communication Department Highway Planning,Survey,Design and Research Institute,Chengdu 610041, China |
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| Abstract: | The rule of stress distribution is different on different cross sections of the girder of cable-stayed bridge with double cable planes under different type of loads.By comparing the results of large scale model test with that of spatial finite-element analysis,the coefficients of shear lag about the box section of Luzhou Tai'an Yangtze River Bridge under several typical loads are gained.Several suggestions are also put forward for designing. |
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| Keywords: | cable-stayed bridge with double cable planes large scale model test box section coefflcients of shear lag |
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