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

<div>Influence of pounding on the girder velocities and accelerations of the straight bridge at the time windows (a, b) between 2 s and 3.5 s and (c, d) between 2.6 s and 2.75 s due to GM 1.</div>

Shock and Vibration

fig11

Figure 11

Figure 11: Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments 