Aeroelasticity Simulation of the Large-Span Basket Handle Tied-Arch Bridge

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This paper elaborates on the similarity theory applied in the design of the full bridge wind tunnel aeroelastic model for the large-span tied-arch bridge and, taking a Yangtze River Bridge as an example, introduces in details the design method and parameter testing for a full bridge aeroelastic model.

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1040-1046

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May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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