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Volume :24 Issue : 2 1997      Add To Cart                                                                    Download

Dynamic response of single span bridges with even and uneven decks

Auther : JAMAL AL-DUAIJ AND M. ABDEL-ROHMAN

Department of Civil Engineering, College of Engineering and Petroleum, Kuwait University P0 Box 5969, 13060 Safat, Kuwait

 ABSTRACT

A single span bridge is considered in order to investigate the dynamic effect on the maximum deflection due to the effect of different parameters. The parameters considered are: type of supports (hinged-hinged or simply supported), the damping ratio, natural frequency, bridge Span, stiffness of vehicles tires and suspension springs, weight of the moving vehicle, the vehicle speed, and the unevenness of the bridge deck and its profile.

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