Toward an Improvement in the Identification of Bridge Deck Flutter Derivatives

Author:

Bartoli Gianni1234,Contri Stefano1234,Mannini Claudio1234,Righi Michele1234

Affiliation:

1. Associate Professor, CRIACIV/Dept. Civil and Environmental Engineering, Univ. of Florence, Via S. Marta 3, 50139 Florence, Italy.

2. MSc, A & I Progetti, Via Bolognese 48, 50139 Florence, Italy.

3. CRIACIV/Dept. Civil and Environmental Engineering, Univ. of Florence, Via S. Marta 3, 50139 Florence, Italy.

4. Environmental Protection Officer HQ European Union FORce, Butmir, 71000 Sarajevo, Bosnia Erzegovina.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference40 articles.

1. Bartoli G. D’Asdia P. Febo S. Mannini C. Pastò S. and Procino L. (2007). “Innovative solutions for the design of long-span bridges: Investigation on the aeroelastic behavior of multiple-box girder deck sections.” Proc. 12th Int. Conf. on Wind Engineering Cairns Australia Australian Wind Engineering Society (AWES).

2. Bartoli G. and Mannini C. (2005). “From multimodal to bimodal approach to flutter.” Proc. 6th European Conf. on Structural Dynamics Paris C. Soize and G. I. Schuëller eds. Millpress 349–354.

3. A simplified approach to bridge deck flutter

4. Flutter mechanism for rectangular prisms in smooth and turbulent flow

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