Study on Rapid Evaluation of Bearing Capacity of Arch Bridge Structure

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Abstract:

This paper introduced a concept of frequency inspection coefficient to find relationship among frequency inspection coefficients of static flexibility, strain and structure dynamic load. Explored this theory resemblance of structure stiffness evaluation which based on frequency inspection coefficient and static flexibility inspection coefficient separately, and verified reliability of this method which aiming at arch bridge via the result of measured static and dynamic test data of sample bridge.

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1562-1566

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September 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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