A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A form of aerodynamic admittance for use in bridge aeroelastic analysis
This paper returns to, and addresses, the question of identifying the nature of aerodynamic admittance in relation to extended-span bridges in wind. Theoretical formulations for the sectional aerodynamic forces acting upon the deck girder of a long-span bridge have conventionally been composed of the sum of two kinds of terms: aeroelastic terms and buffeting terms. The former employ frequency-dependent coefficients (flutter derivatives) associated with sinusoidal displacements of the structure, while the latter have typically been expressed in quasi-static terms with fixed lift, drag and moment coefficients. This inconsistency of formulation has required that at some point the buffeting terms, functions of gust velocity, be adjusted to a more compatible form through the introduction of the so-called aerodynamic admittance factors that are frequency-dependent. The present paper identifies a form of these several section-force factors as functions of the flutter derivatives themselves.
A form of aerodynamic admittance for use in bridge aeroelastic analysis
This paper returns to, and addresses, the question of identifying the nature of aerodynamic admittance in relation to extended-span bridges in wind. Theoretical formulations for the sectional aerodynamic forces acting upon the deck girder of a long-span bridge have conventionally been composed of the sum of two kinds of terms: aeroelastic terms and buffeting terms. The former employ frequency-dependent coefficients (flutter derivatives) associated with sinusoidal displacements of the structure, while the latter have typically been expressed in quasi-static terms with fixed lift, drag and moment coefficients. This inconsistency of formulation has required that at some point the buffeting terms, functions of gust velocity, be adjusted to a more compatible form through the introduction of the so-called aerodynamic admittance factors that are frequency-dependent. The present paper identifies a form of these several section-force factors as functions of the flutter derivatives themselves.
A form of aerodynamic admittance for use in bridge aeroelastic analysis
Ein aerodynamisches Admittanz-Modell zur aeroelastischen Analyse von Brücken
Scanlan, R.H. (author) / Jones, N.P. (author)
Journal of Fluids and Structures ; 13 ; 1017-1027
1999
11 Seiten, 2 Bilder, 15 Quellen
Article (Journal)
English
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