Theoretical investigations and in-site experiments are carried out in Chamran’s laboratory, Ahvaz, Iran. The modeling and identification of the damper property by using SAP2000 analysis software from an experimental data set generated by dynamic tests of the MR damper mounted in a testing machine where velocity and current are used as input, and the force as output. This paper considers the application of magnetorheological (MR) damper, RD-8040-1, for attenuation vibration in flexible truss bridge deck structures. Magnetorheological damper (nonlinear), Warren truss bridge, Seismic analysis, dynamic forces, modified Bouc-Wen model Abstract Department of Artificial Intelligence and Robotics (CAIRO), Malaysia - Japan International Institute of Technology (MJIIT), UTM, Kuala Lumpur, Malaysiaĭepartment of Mechanical Precision Engineering, Malaysia - Japan International Institute of Technology (MJIIT), UTM, Kuala Lumpur, Malaysia
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