Analysis of Rational Finite Element Model of Two-Span Skew Girder Bridge Based on Shaking Table Test

<div>Acceleration response under longitudinal seismic waves. (a) Left end of bridge deck. (b) Right end of bridge deck. (c) Longitudinal acceleration response of pier. (d) Transverse acceleration response of pier.</div>

Advances in Civil Engineering

fig3

Figure 3

Figure 3: Analysis of Rational Finite Element Model of Two-Span Skew Girder Bridge Based on Shaking Table Test 