This paper proposes a rapid testing and evaluation method based on moving load test for bridges,and applies it to a long-span continuous girder bridge with variable cross section successfully.Firstly,the bridge flexibility matrix identification method based on the moving vehicle induced dynam-ic response is briefly introduced.Then,the approach and procedure for calculating the deflection veri-fication coefficient based on flexibility matrix are proposed to evaluate bridge conditions.Finally,the effectiveness and efficiency of the proposed bridge evaluation method are verified by numerical example and field test.
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