Torsional instability in suspension bridges: The Tacoma Narrows Bridge case

被引:50
作者
Arioli, Gianni [1 ]
Gazzola, Filippo [1 ]
机构
[1] Politecn Milan, Dipartimento Matemat, Piazza Leonardo da Vinci 32, I-20133 Milan, Italy
来源
COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION | 2017年 / 42卷
关键词
Suspension bridges; Torsional instability; Hill equation; Modal analysis; FREE-VIBRATIONS; PERIODIC-SOLUTIONS; SIMPLE MODES; STABILITY; OSCILLATIONS; FAILURE;
D O I
10.1016/j.cnsns.2016.05.028
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
All attempts of aeroelastic explanations for the torsional instability of suspension bridges have been somehow criticised and none of them is unanimously accepted by the scientific community. We suggest a new nonlinear model for a suspension bridge and we perform numerical experiments with the parameters corresponding to the collapsed Tacoma Narrows Bridge. We show that the thresholds of instability are in line with those observed the day of the collapse. Our analysis enables us to give a new explanation for the torsional instability, only based on the nonlinear behavior of the structure. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:342 / 357
页数:16
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