Relationships among aerodynamic admittance functions, flutter derivatives and static coefficients for long-span bridges

Wind actions on long-span bridges are commonly considered as the superimposition of buffeting forces and self-excited forces, depending on the aerodynamic admittance functions and on the flutter derivatives, respectively. Since bridge deck sections are bluff bodies, the aerodynamic admittance functi...

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Veröffentlicht in:Journal of wind engineering and industrial aerodynamics 2005-12, Vol.93 (12), p.929-950
1. Verfasser: Tubino, F.
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description Wind actions on long-span bridges are commonly considered as the superimposition of buffeting forces and self-excited forces, depending on the aerodynamic admittance functions and on the flutter derivatives, respectively. Since bridge deck sections are bluff bodies, the aerodynamic admittance functions and the flutter derivatives have to be determined experimentally by wind tunnel tests. This paper introduces a generalized quasi-static theory, defining new relationships among the flutter derivatives and the aerodynamic admittance functions. All the relationships are theoretically verified for the zero circular frequency; based upon experimental results, the validation of the relationships among the flutter derivatives is also provided for non-zero values of the frequency.
doi_str_mv 10.1016/j.jweia.2005.09.002
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subjects Aerodynamic admittance function
Applied sciences
Bridges
Buffeting forces
Buildings. Public works
Climatology and bioclimatics for buildings
Exact sciences and technology
Flutter derivatives
Generalized quasi-static theory
Long-span bridges
Self-excited forces
Suspension bridges. Stayed girder bridges. Bascule bridges. Swing bridges
title Relationships among aerodynamic admittance functions, flutter derivatives and static coefficients for long-span bridges
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