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김상효,이상호,김방래 연세대학교 산업기술연구소 1996 논문집 Vol.28 No.1
In this study, a finite element program which can perform the dynamic analyses of bridges by considering the interaction forces between the bridge and moving vehicle is developed. The impact factors and dynamic behaviors of bridges according to the various parameters, such as speed and weight of vehicles, span length, damping ratio, girder spacing and transverse stiffnesses of bridges, are studied. The impact factor, in general, increases as the traveling speed increases, whereas the weight of vehicle does not affect the impact factor. The impact factor is larger in exterior girders than in interior girders. As the spacing between two girders increases, the impact factor decreases, and it is also affected by the lateral rigidities of the bridges. In addition, the impact factor is smaller in continuous bridges than in simply supported bridges.