Seismic Performance of Steel Box Bridge Piers with Earthquake-Resilient Function

Figure 18

Skeleton curves of numerical specimens. (a) Effects of axial compression ratio (n). (b) Effects of strength of energy dissipation wall plate (f₁). (c) Effects of spacing between horizontal stiffening ribs (DS₁). (d) Effects of thickness of energy dissipation wall plate (t₁). (e) Effects of eccentricity (e).

(a)

(b)

(c)

(d)

(e)