Enhancing Seismic Capacity of Pile-Supported Wharves Using Yielding Dampers

Table 1

Stiffness ratios which are considered for the SDOF systems.

Period of the SDOF system (s)	Considered stiffness ratios
0.4	0.5, 1, 2, 3, 4
0.6	1, 2, 3, 4, 5
0.8	2, 4, 6, 8, 10
1	4, 6, 8, 10, 12