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提高广州珠江黄埔大桥悬索桥颤振临界风速的研究 被引量:4

Study of Enhancing Flutter Critical Wind Speed for Suspension Bridge of Huangpu Bridge over Zhujiang River in Guangzhou
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摘要 改善抗风稳定性能是大跨度悬索桥设计和建造中的一个重要课题。由初步设计与施工图设计阶段模型试验的结果对比可知,调整结构的气动外形和整体刚度,能改善广州珠江黄埔大桥悬索桥的颤振稳定性能。 To improve the wind stability performance of long span suspension bridges is an important subject in the design and construction. The comparison of the model tests at stages of the preliminary design and working drawing design of the suspension bridge of Huangpu Bridge over Zhujiang River in Guangzhou shows that the adjustment of aerodynamic profile and global stiffness of the structure can improve the flutter stability performance of the bridge.
出处 《桥梁建设》 EI CSCD 北大核心 2007年第3期30-32,51,共4页 Bridge Construction
关键词 悬索桥 抗风稳定性 颤振 suspension bridge wind stability flutter
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参考文献3

  • 1张新军,孙炳楠.大跨度悬索桥的颤振稳定性研究[J].公路交通科技,2004,21(8):34-37. 被引量:6
  • 2Public Works Research Institute.Introduction of Bo-undary Layer Wind Tunnel Laboratory[Z].2000.
  • 3Astiz M A.Flutter Stability of Very Long Suspension Bridges[J].Journal of Bridge Engineering,1998,3(3):132-139.

二级参考文献3

  • 1Zhang Xinjun, Sun Bingnan, Xiang Haifan. Nonlinear Aerostatic and Aerodynamic Analysis of Long-span Suspension Bridges Considering Wind-structure Interactions [J] .Journal of Wind Engineering and Industrial Aerodynamics, 2002, 90 (9): 1065 - 1080.
  • 2陈艾荣 宋锦忠.镇江扬州长江大桥抗风性能研究报告[R].同济大学土木工程防灾国家重点实验室,2000..
  • 3张新军,项海帆,陈艾荣.大跨度悬索桥三维颤振的非线性分析[J].土木工程学报,2002,35(5):42-46. 被引量:5

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