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

Figure 5

Acceleration response under the action of two-way seismic waves. (a) Bridge deck left end portrait. (b) Bridge deck left end lateral. (c) Bridge right side portrait. (d) Bridge right side horizontal. (e) Pier top portrait. (f) Pier top horizontal.

(a)

(b)

(c)

(d)

(e)

(f)