Aerodynamic stability of non-symmetrically erected suspension bridge girders

被引:17
|
作者
Tanaka, H [1 ]
Gimsing, NJ
机构
[1] Univ Ottawa, Dept Civil Engn, Ottawa, ON K1N 6N5, Canada
[2] Tech Univ Denmark, Dept Struct Engn & Mat, DK-2800 Lyngby, Denmark
关键词
wind; suspension bridges; deck erection; stability; wind tunnel tests;
D O I
10.1016/S0167-6105(98)00197-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An aeroelastic model of a suspension bridge at its deck erection stages was wind tunnel tested. With a shallow streamlined box as its deck cross-section, the flutter-type instability was the main concern. An interesting observation was that the bridge was found to be more stable when the suspended deck was extended in a non-symmetric manner as opposed to the traditional symmetric erection schedule. It is possible to use non-symmetric deck configurations as a stabilizing measure during the deck erection. (C) 1999 Elsevier Science Ltd. All rights reserved.
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页码:85 / 104
页数:20
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