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Time-domain Aero elastic Analysis of Bridge using a Truncated Fourier Series of the Aerodynamic Transfer Function

 Time-domain Aero elastic Analysis of Bridge using a Truncated Fourier Series of the Aerodynamic Transfer Function
Auteur(s): , , ,
Présenté pendant IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013, publié dans , pp. 1-7
DOI: 10.2749/222137813808627758
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A truncated Fourier series approximation method for the time-domain aero elastic analysis of bridge is presented. The aerodynamic transfer functions are modified by approximating those using a trun...
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Détails bibliographiques

Auteur(s):



Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013
Publié dans:
Page(s): 1-7 Nombre total de pages (du PDF): 7
Page(s): 1-7
Nombre total de pages (du PDF): 7
Année: 2013
DOI: 10.2749/222137813808627758
Abstrait:

A truncated Fourier series approximation method for the time-domain aero elastic analysis of bridge is presented. The aerodynamic transfer functions are modified by approximating those using a truncated Fourier series to strongly enforce the causality condition in the impulse response function. The coefficients of truncated Fourier series are determined by minimizing the error between measured and modified transfer function. The impulse response functions corresponding to the modified transfer functions become a series of Dirac delta functions with the same number of the terms used in the Fourier series, which considerably reduces computational effort.