Bridges are continuously deteriorating over time due to the increase in the traffic load and volume, father to the environmental factors affecting them. This requires a continuous screening of their structural health to ensure the safety of the transportation network they serve. Conventional Structural Health Monitoring (SHM) techniques require in site instrumentations which limit the approach feasibility. Recently, researchers have investigated shifting the instrumentation from the bridge body to an inspection truck pass on the bridge, this technique is known as ‘drive-by bridge inspection.’ This study investigates a new method in this filed by using an inspection truck equipped with accelerometers at its axes to determine the deterioration of the structural integrity of the bridge. The paper uses the change in the bridge displacement due to structural damages as a damage index. The change in the bridge displacement will be computed using measurements only from the passing vehicle. The bridge is represented as 1D beam model, and a 2D plate model. The study uses a half car model to simulate the instrumented truck. Damage is represented as local loss in structural stiffness. The solution for the Vehicle Bridge Interaction is performed using the LS-Dyna FEA program.
 Kim, C. W., and Kawatani, M., 2009, "Challenge for a drive-by bridge inspection," International Conference; 10th, Structural Safety and Reliability; Safety, Reliability and Risk of Structures, Infrastructures and Engineering Systems; ICOSSAR2009; Osaka, Japan.
 McGetrick, P. J., González, A., and OBrien, E. J., 2009, "Theoretical investigation of the use of a moving vehicle to identify bridge dynamic parameters," Insight-Non-Destructive Testing and Condition Monitoring, 51(8), pp. 433-438.
 McGetrick, P. J., González, A., and O'Brien, E. J., "Monitoring bridge dynamic behaviour using an instrumented two axle vehicle," Proc. Bridge and Infrastructure Research in Ireland 2010 (BRI 10), Cork, 2-3 September 2010, BCRI.
 Kim, C.-W., Isemoto, R., Toshinami, T., Kawatani, M., McGetrick, P. J., and O'Brien, E. J., "Experimental investigation of drive-by bridge inspection," Proc. 5th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-5), Cancun, Mexico, 11-15 December, 2011, Instituto de Ingeniería, UNAM.
 Keenahan, J., OBrien, E. J., McGetrick, P. J., and González, A., 2013, "The use of a dynamic truck-trailer drive-by system to monitor bridge damping," Structural Health Monitoring, p. 1475921713513974.
 Sinha, J., Friswell, M., and Edwards, S., 2002, "Simplified models for the location of cracks in beam structures using measured vibration data," Journal of Sound and vibration, 251(1), pp. 13-38.
 González, A., OBrien, E. J., and McGetrick, P. J., 2012, "Identification of damping in a bridge using a moving instrumented vehicle," Journal of Sound and Vibration, 331(18), pp. 4115-4131.
 OBrien, E. J., and Keenahan, J., 2015, "Drive‐by damage detection in bridges using the apparent profile," Structural Control and Health Monitoring, 22(5), pp. 813-825.
 El-Hattab, A., Uddin, N., and Obrien, E., "Drive-by Bridge Damage Detection using Apparent Profile."
 Elhattab, A., Uddin, N., and OBrien, E., 2016, "Drive-by bridge damage monitoring using Bridge Displacement Profile Difference," Journal of Civil Structural Health Monitoring, 6(5), pp. 839-850.
 Cebon, D., 1999, Handbook of vehicle-road interaction, ALWAYS
 Harris, N. K., OBrien, E. J., and González, A., 2007, "Reduction of bridge dynamic amplification through adjustment of vehicle suspension damping," Journal of Sound and Vibration, 302(3), pp. 471-485.
 Elfayoumy, A., 2015, "Impact and Feasibility Study of Solution for Doubling Heavy Vehicle," University of Alabama at Birmingham.
 ISO-8608, 1995, "Mechanical vibration-Road surface profiles-Reporting of measured data," International Organization for Standardization (ISO) Geneva.
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