کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
307516 | 513372 | 2015 | 11 صفحه PDF | دانلود رایگان |
• Uncertainty propagation from flutter derivatives to critical wind speed is studied.
• Bridge collapse due to flutter is framed in a risk analysis approach.
• The statistical properties of experimental flutter derivatives are investigated.
• A method of calculation of the probability distribution of the flutter critical wind speed is proposed.
• Monte Carlo simulation is utilized to solve the problem in several case studies.
This paper presents a method to approach flutter instability in a probabilistic way and to calculate the critical wind speed, starting from the probability distribution of the flutter derivatives. Uncertainty propagation is studied and the results can be used for risk-assessment purposes. The statistical properties of experimental flutter derivatives were investigated with ad hoc wind tunnel tests performed on a bridge deck model of common geometry. The probability distribution of the flutter critical wind speed can be analytically calculated if a simplified approach to flutter is followed, while Monte Carlo methods have to be utilized in the general case. Several application examples are presented and both well-behaving and particularly critical cases of uncertainty propagation are discussed. Finally, the effect of partial correlation between flutter derivatives is studied and its non-negligible role in the definition of the probability distribution of the flutter wind speed is underscored.
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Journal: Structural Safety - Volume 52, Part A, January 2015, Pages 29–39