Seismic Fragility and Life Cycle Cost Analysis of Reinforced Concrete Structures with a Hybrid Damper

Table 1

Ground motions used for the nonlinear analysis.

Sl. no	Earthquake	Station	Year	Magnitude	PGA, g
1	Imperial Valley-02	El Centro Array # 9	1940	6.9	0.06
2	Northern Calif-01	Ferndale City Hall	1941	6.4	0.09
3	Borrego	El Centro Array # 9	1942	6.5	0.11
4	Southern Calif	San Luis Obispo	1952	6	0.13
5	Northern Calif-03	Ferndale City Hall	1954	6.5	0.17
6	Borrego Mtn	LA-Hollywood Stor FF	1968	6.6	0.22
7	Borrego Mtn	LB-Terminal Island	1968	6.6	0.3
8	San fernando	Anza Post Office	1971	6.6	0.39