Research Article

Enhancing Seismic Capacity of Pile-Supported Wharves Using Yielding Dampers

Figure 13

(a) Drift of the middle pile with and without damper, (b) ductility ratio of the damper, and (c) cyclic behavior of the damper-Parkfield 1966 earthquake.
329130.fig.0013a
(a)
329130.fig.0013b
(b)
329130.fig.0013c
(c)