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武汉阳逻长江大桥施工猫道抗风稳定性分析
引用本文:乐云祥,常英,胡晓伦.武汉阳逻长江大桥施工猫道抗风稳定性分析[J].公路交通科技,2005,22(8):40-43,60.
作者姓名:乐云祥  常英  胡晓伦
作者单位:1. 同济大学桥梁工程系,上海,200092
2. 湖北省交通规划设计院,湖北,武汉,430051
摘    要:研究了武汉阳逻长江大桥施工猫道在极限风荷载下的稳定性及动力稳定性。采用悬索桥的静风稳定公式计算了猫道静风失稳临界风速,设计超松驰迭代法进行了猫道静风失稳的非线性有限元分析验算,并估算了该猫道颤振临界风速。计算分析表明,该猫道的静、动力抗风稳定性满足要求,并据此提出了三种工程抑振措施。

关 键 词:悬索桥  猫道  抗风  稳定
文章编号:1002-0268(2005)08-0040-04
收稿时间:2004-05-15
修稿时间:2004-05-15

Analysis of Wind-resistant Stability on the Catwalk of Wuhan Yangluo Yangtze River Bridge
YUE Yun-xiang,CHANG Ying,HU Xiao-lun.Analysis of Wind-resistant Stability on the Catwalk of Wuhan Yangluo Yangtze River Bridge[J].Journal of Highway and Transportation Research and Development,2005,22(8):40-43,60.
Authors:YUE Yun-xiang  CHANG Ying  HU Xiao-lun
Abstract:This paper studied the statical and dynamical wind stability of the catwalk of Wuhan Yangluo Yangtze River Bridge under ultimate wind speed. The minimum statical divergence speed of the catwalk in the construction phase was calculated by using the statical wind stability formula of suspension bridges. Nonlinear finite element checking computation on the critical divergence speed of the catwalk was performed by developing superslack iteration method. The critical flutter velocity of the catwalk was appraised.It indicated that both its statical and dynamical windresistant stability could meet the specified requirement via analyzing the catwalk's design by means of theoretical method and nonlinear finite element numerical analysis method,respectively.Three kinds of reasonable windresistant measures were proposed.
Keywords:Suspension bridge  Catwalk  Wind-resistant  Stability  
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