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

<div>Acceleration response under transverse 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

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Figure 4

Figure 4: Analysis of Rational Finite Element Model of Two-Span Skew Girder Bridge Based on Shaking Table Test 