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

Figure 6

Displacement responses of the right end of the bridge deck. (a) Longitudinal response under longitudinal seismic waves. (b) Lateral response under transverse seismic wave. (c) Longitudinal response under the action of two-way seismic wave. (d) Lateral response under the action of two-way seismic wave.

(a)

(b)

(c)

(d)