Pouya Heydari - Master of Structural Engineering, School of Civil Engineering, University of Tehran, Tehran, Iran,
Najme Alidadi - Master of Earthquake Engineering, School of Civil Engineering, Iran University of Shahid beheshti, Tehran,
Shahrokh Maalek - Lecturer, School of Civil Engineering, University of Tehran, Tehran, Iran,

The font to this section is (Times New Roman 11pt). This paper presents the effect of some geometrical parameters on traffic-induced lateral load transfer in simply-supported slab-on-girder bridges using the dynamic analysis. The studied parameters included cross frame spacing, girder spacing (number of girders), and slab thickness. The position of the lines of action of the moving load with respect to the superstructure width do not change, while the above mentioned parameters are varied in order to investigate their effects on the dynamic response of the bridge. The results have been presented in terms of the lateral load distribution factor, Df, of girders and mid-span deflection of exterior girders. The analysis results that the girder spacing and the slab thickness are influential on the lateral load transfer capability of the bridge. As far as the mid-span deflections of the two exterior girders are concerned, the slab thickness exhibits a more pronounced effect on the differential and absolute values of the deflections.

lateral behavior, slab-on-girder bridges, cross frames spacing, girders spacing, slab thickness, lateral load distribution factor, deflection