Determination of Damage in Reinforced Concrete Frames with Shear Walls Using Self-Organizing Feature Map

Table 3

Seismic characteristics used in the study [2, 16].

Number	Peak ground acceleration (PGA)	Earthquake name	Station
1	0.254	Imperial Valley 1979	Chihuahua
2	0.27	Imperial Valley 1979	Chihuahua
3	0.231	Northridge 1994	Hollywood Storage
4	0.145	San Fernando 1971	Lake Hughes #1
5	0.210	San Fernando 1971	Hollywood Stor Lot
6	0.134	Superstition Hills 1987	Wildlife LiquefactionArrey
7	0.134	Superstition Hills 1987	Wildlife iquefaction Arrey
8	0.119	Superstition Hills 1987	Salton Sea Wildlife Refuge
9	0.186	Superstition Hills 1987	Plaster City
10	0.247	Superstition Hills 1987	Calipatria Fire Station
11	0.135	Landers 1992	Barstow
12	0.385	Cape Mendocino 1992	Rio Dell Overpass
13	0.549	Cape Mendocino 1992	Rio Dell Overpass
14	0.164	Coalinga 1983	Parkfield-Fault Zone 3
15	0.126	Whittier Narrows 1987	Beverly Hills
16	0.239	Northridge, 1994	LA, Baldwin Hills
17	0.143	Imperial Valley, 1979	El Centro Array #12
18	0.240	Loma Prieta, 1989	Anderson Dam Downstream
19	0.247	Loma Prieta, 1989	Anderson Dam Downstream
20	0.159	Loma Prieta, 1989	Agnews State Hospital
21	0.244	Loma Prieta, 1989	Anderson Dam Downstream
22	0.179	Loma Prieta, 1989	Coyote Lake Dam Downstream
23	0.309	Imperial Valley, 1979	Cucapah
24	0.207	Loma Prieta, 1989	Sunnyvale Colton Ave
25	0.117	Imperial Valley, 1979	El Centro Array #13
26	0.074	Imperial Valley, 1979	Westmoreland Fire Station
27	0.209	Loma Prieta, 1989	Sunnyvale Colton Ave
28	0.139	Imperial Valley, 1979	El Centro Array #13
29	0.110	Imperial Valley, 1979	Westmoreland Fire Station
30	0.269	Loma Prieta, 1989	Hollister Diff. Array