Oscillations of Bridge Decks Based on VDP Equation

Xiao Hui Xia

doi:10.4028/www.scientific.net/AMR.753-755.741

Paper Titles

Study on Seismic Performance of a Two-Bay Two-Story RCF with Construction Joint under Low-Reversed Cyclic Loading
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The Research Status of Fireproof Materials in China
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Study on the Viscoelastic Performance of Asphalt Mixture Based on Dynamic Modulus
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The Rejuvenating and Aging Performances of Aged SBS Modified Asphalt Treated by Different Rejuvenator Sealer Materials
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Oscillations of Bridge Decks Based on VDP Equation
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Analysis of Temperature Field of the Tunnel Surrounding Rock in Cold Regions
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Preparation and Mineral Phases of Fired Brick Utilizing Iron Tailings
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Influence of Graduation on Road Performance of Fibers-Reinforced Asphalt Pavement
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Study on the Performance of Pumice-Straw Composite Concrete
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 753-755Oscillations of Bridge Decks Based on VDP Equation

Oscillations of Bridge Decks Based on VDP Equation

Abstract:

The importance of aeroelastic interaction in the design of bridge decks is nowadays apparent. Key role played by the Scruton number in wind engineering applications is discussed in this paper, the windtunnel tests carried out to estimate the aeroelastic parameters of this model are presented. We also demonstrates by means of numerical integrations the validity of the approximate solution and identification procedure, Finally, the results of the previously mentioned numerical identification procedure are presented.