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 longitudinal displacement of the (a) straight, (b) 30° skewed, and (c) 45° skewed bridges due to GM 1.</div>

Shock and Vibration

fig6

Figure 6

Figure 6: Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments 