| 深水大流速条件下的钢栈桥抗倾覆设计 |
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| 引用本文： | 唐栋梁,张中锋,火照才,颜俊.深水大流速条件下的钢栈桥抗倾覆设计[J].公路交通技术,2012(4):64-69. |
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| 作者姓名： | 唐栋梁 张中锋 火照才 颜俊 |
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| 作者单位： | 中交二航局第二工程有限公司,重庆,400042 |
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| 摘 要： | 对于深水大流速条件下的钢栈桥设计,抗倾覆计算是考虑的重点。以四川省泸州市黄舣长江大桥钢栈桥设计为例,介绍深水大流速条件下钢栈桥稳定性计算方法,供同行参考。
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| 关 键 词： | 深水 大流速 钢栈桥 抗倾覆设计 |
Overturning Resistance Design of Steel Trestles under Conditions of Deep Water and Large Flow Rate |
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| TANG Dongliang
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ZHANG Zhongfeng
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HUO Zhaocai
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YAN Jun.Overturning Resistance Design of Steel Trestles under Conditions of Deep Water and Large Flow Rate[J].Technology of Highway and Transport,2012(4):64-69. |
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| Authors: | TANG Dongliang ZHANG Zhongfeng HUO Zhaocai YAN Jun |
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| Institution: | TANG Dongliang,ZHANG Zhongfeng,HUO Zhaocai,YAN Jun |
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| Abstract: | For design of steel trestles under the conditions of deep water and large flow rate,overturning resistance computation is an emphasis to be considered.With the design of steel trestle of Huangyi Yangtze River Bridge in Luzhou,Sichuan as an example,this paper introduces computing methods for stability of steel trestles under the conditions of deep water and large flow rate for reference by enterprises in the industry. |
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| Keywords: | deep water large flow rate steel trestle overturning resistance design |
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