Earthquake Response Spectra Analysis of Bridges considering Pounding at Bilateral Beam Ends Based on an Improved Precise Pounding Algorithm

Table 1

Selected seismic waves.

No.	Earthquake	Observation station	PGA (g)	Magnitude
1	Anza (Horse Cany), 1980/02/25	5047 Rancho de Anza	0.092	M (4.9)
2	Cape Mendocino, 1992/04/25	89486 Fortuna	0.116	M (7.1)
3	Chi-Chi, Taiwan, 1999/09/20	CHY022	0.065	M (7.6)
4	Chi-Chi, Taiwan, 1999/09/20	CHY029	0.277	M (7.6)
5	Coyote Lake, 1979/08/06	57383 Gilroy Array #6	0.434	M (5.7)
6	Coyote Lake, 1979/08/06	1492 SJB Overpass, Bent 3 g.l.	0.124	M (5.7)
7	Duzce, Turkey, 1999/11/12	Sakarya	0.023	M (7.1)
8	Imperial Valley, 1979/10/15	5051 Parachute Test Site	0.204	M (6.5)
9	Kern County, 1952/07/21	1095 Taft Lincoln School	0.178	M (7.4)
10	Kobe, 1995	0 KJMA	0.821	M (6.9)
11	Kocaeli, Turkey, 1999/08/17	Arcelik	0.149	M (7.4)
12	Landers, 1992/06/28	23 Coolwater	0.283	M (7.3)
13	Livermore, 1980/01/27	58219 APEEL 3E Hayward CSUH	0.028	M (5.4)
14	Loma Prieta, 1989/10/18	1652 Anderson Dam (Downstream)	0.244	M (6.9)
15	Loma Prieta, 1989/10/18	58373 APEEL 10–Skyline	0.103	M (6.9)
16	Lytle Creek, 1970/09/12	290 Wrightwood–6074 Park Dr.	0.162	M (5.4)
17	Northridge, 1994/01/17	24278 Castaic–Old Ridge Route	0.662	M (7.1)
18	Imperial Valley, 1940/05/18	El-Centro (EW)	0.348	M (7.1)