Abstract: The impact of seven three-span continuous single box girder bridges, with overall span lengths ranging from 76.2 to 213.36 m (250–700 ft), due to vehicles moving across rough bridge decks is analyzed. The box girder is ...

Abstract: The objective of this paper is to present the results of an investigation of the dynamic and impact characteristics of half-through arch bridges with rough decks caused by vehicles moving across them. Seven arch bridges ...

Abstract: Since the first edition of the AASHTO

Abstract: The purpose of this study is to investigate the dynamic behavior of steel deck-arch bridges with side-by-side multiple vehicle loadings moving over a rough deck. A brief description of analytical theory is provided, including ...

Abstract: Many urban pedestrian bridges have been built in the world. However, their aesthetic aspect has often been neglected. As the loadings of an urban pedestrian bridge is comparatively small and its width is relatively narrow, ...

Abstract: The purpose of this paper is to study the dynamic response of a cable‐stayed bridge to a vehicle moving across rough bridge decks. The vehicle was simulated by a nonlinear vehicle model with seven degrees of freedom according ...