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 the transverse displacements of (a, b) 30° and (c, d) 45° skewed bridges without and with pounding, respectively, due to GM 1.</div>

Shock and Vibration

fig7

Figure 7

Figure 7: Experimental Evaluation of the Seismic Response of Skewed Bridges with Emphasis on Poundings between Girder and Abutments 