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A Unified Approach for the Aeroelastic Analysis by Elimination of Frequency Dependence of Aerodynamic Force

A Unified Approach for the Aeroelastic Analysis by Elimination of Frequency Dependence of Aerodynamic Force
Autor(en): , , ,
Beitrag für 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012, veröffentlicht in , S. 579-584
DOI: 10.2749/222137912805110871
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
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A unified approach for the aeroelastic analysis of bridge decks is presented. The aerodynamic transfer functions are approximated as a linear function with the coefficients determined through minim...
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Bibliografische Angaben

Autor(en):



Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012
Veröffentlicht in:
Seite(n): 579-584 Anzahl der Seiten (im PDF): 6
Seite(n): 579-584
Anzahl der Seiten (im PDF): 6
DOI: 10.2749/222137912805110871
Abstrakt:

A unified approach for the aeroelastic analysis of bridge decks is presented. The aerodynamic transfer functions are approximated as a linear function with the coefficients determined through minimization of the weighted error between the exact and approximated transfer function. Using the proposed approximation, the dependence of the aerodynamic transfer function on frequency is eliminated, and a popular time marching algorithm is adopted for the aeroelastic analysis in the time domain. For the frequency domain analysis, a complete set of modal frequencies and modal shapes can be evaluated in a single eigenvalue analysis.