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

<div>Influence of pounding on the longitudinal and transverse girder accelerations for the 45° skewed bridge at the time windows (a, b) between 4 s and 4.25 s, (c, d) between 5.6 s and 5.85 s, and (e, f) between 7.6 s and 7.85 s.</div>

Shock and Vibration

fig12

Figure 12

Figure 12: Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments 