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Three Consecutive Days Of Field Instrumentation And Structural Assessment To Measure Vibration Of Bridge Superstructure Using Triaxial Accelerometer, Liner Displacement At Expansion Joint Location Through Lvdt, Deflection Measurement At Mid-span Through Laser Sensor, And Preparation Of Structural Adequacy Report Based On Field Results And Structural Analysis Through 3d Fea Modelling Analysis In Midas/sofistik / Span Basis For An Existing River / Rail Over Bridge
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