Rotatory Inertia Influence on Dynamic Behavior of Non-Winkler Timoshenko Beam Traversed by Pair Loads

A critical assessment of non-Winkler Timoshenko Beam having rotary inertial correction and subjected to pair loads on subgrade is investigated in this study. The Vibrational behavior of the structures considers the dynamic effects of magnitude moving concentrated masses. The non-Winkler elements neglect the effects of Damping and torsional rigidity. A handy method of Galerkin and integral transforms was engaged to obtain analytical procedures of the governing equation of motion. The solutions of the vibrating system were analyzed and the sundry results were displayed in plotted curves.