Earthquake Response Spectra Analysis of Bridges considering Pounding at Bilateral Beam Ends Based on an Improved Precise Pounding Algorithm

<div>Analytical results without considering pounding. (a) Displacement spectrum. (b) Dynamic amplification factor spectrum.</div>

Shock and Vibration

fig9

Figure 9

Figure 9: Earthquake Response Spectra Analysis of Bridges considering Pounding at Bilateral Beam Ends Based on an Improved Precise Pounding Algorithm 

Figure 9 | Earthquake Response Spectra Analysis of Bridges considering Pounding at Bilateral Beam Ends Based on an Improved Precise Pounding Algorithm 