Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments

<div>Effects of skew angle and pounding on bending moments developed near the base of (a) straight, (b) 30° skewed, and (c) 45° skewed bridges due to GM 1.</div>

Shock and Vibration

fig8

Figure 8

Figure 8: Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments 