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- W2897214183 abstract "Prestress force identification (PFI) is crucial to maintain the safety of prestressed concrete bridges. A synergic identification method has been proposed recently by the authors that can determine the PF and the excitation force simultaneously in prestressed concrete beams with good accuracy. In this paper, the ability of this method in the application with prestressed concrete box-girder bridges is demonstrated. A reasonable assumption is made to capture the similarity of the dynamic behavior of the prestressed concrete box-girder bridge and a beam under a certain loading scenario, and the feasibility of this method for application in a prestressed box-girder bridge is affirmed. A comprehensive laboratory test program is conducted, and the effects of PF, excitation, measuring time and uncertainties are studied. Results show that the proposed method can predict the PF and the excitation force in a prestressed concrete box-girder accurately and has a great robustness against uncertainties." @default.
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- W2897214183 date "2017-11-01" @default.
- W2897214183 modified "2023-09-22" @default.
- W2897214183 title "Prestress and excitation force identification in a prestressed concrete box-girder bridge" @default.
- W2897214183 doi "https://doi.org/10.12989/cac.2017.20.5.617" @default.
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