Abstract: A numerical integration method to predict the time‐related deflections of reinforced concrete beams, which includes cyclic loading and unloading, is presented. It requires little computer storage capacity. The major aspects ...

Abstract: A new vehicle model for a conventional freight car is developed to study the interaction between a railway bridge and a moving freight train. A 175‐ft (53.34‐m) long, open‐deck, single‐track, riveted steel through truss ...

Abstract: The dynamic responses of a railway bridge members due to vehicle‐track‐bridge interaction were investigated for the effects of vertical and lateral track irregularities, approach track quality, and bridge damping. In each ...