Effect of the Bracing System on the Probability of Collapse of Steel Structures under Maximum Credible Earthquake

Table 2

Selected records for incremental dynamic analysis.

No.	Earthquake			Station data
	Name	Station	Magnitude	VS_30 (m/s)	PGA (g)	Site-source distance	Field distance
1	Northridge	Beverly Hills	6.7	356	0.52	17.2	Far field
2	Northridge	Canyon country-WLC	6.7	309	0.48	12.4	Far field
3	Duzce	Turkey Bolu	7.1	326	0.82	12	Far field
4	Imperial Valley	Bonds	6.5	223	0.76	2.7	Near field
5	Imperial Valley	Delta	6.5	275	0.35	22	Far field
6	Imperial Valley	El Centro	6.5	196	0.38	12.5	Far field
7	Imperial Valley	Chihuahua	6.5	275	0.28	7.3	Near field
8	Kobe	Shin-Osaka	6.9	256	0.24	19.2	Far field
9	Kocaeli	Duzce	7.5	276	0.36	15.4	Far field
10	Northridge	Saticoy	6.7	281	0.42	12.1	Near field
11	Landers	Yermo Fire	7.3	354	0.24	23.6	Far field
12	Landers	Coolwater SCE	7.3	271	0.42	19.7	Far field
13	Loma Prieta	Capitola	6.9	289	0.53	15.2	Far field
14	Loma Prieta	Gilroy	6.9	350	0.56	12.8	Far field
15	Kocaeli, Turkey	Yarimca	7.5	297	0.31	4.8	Near field
16	Superstition Hills	El Centro	6.5	192	0.36	18.2	Far field
17	Superstition Hills	Poe Road	6.5	208	0.45	11.2	Far field
18	Cape Mendocino	Rio	7	312	0.55	14.3	Far field
19	Chi-Chi	CHY101	7.6	259	0.44	10	Far field
20	San Fernando	Hollywood Stor	6.6	316	0.21	22.8	Far field