Vibration Effects of Nonclassically Damped Building-Piping Systems Subjected to Extreme Loads

Table 1

Details of selected ground motions.

Number	Date	Event	Location	Magnitude; ()	Dt (s)
1	08/17; 1999	Kocaeli	Arcelik,; Turkey	7.5	0.01
2	10/16; 1999	Hector Mine	Hector,; USA	7.1	0.01
3	10/15; 1979	Imperial Valley	Delta,; USA	6.5	0.005
4	08/17; 1999	Kocaeli	Duzce,; Turkey	7.5	0.01
5	09/20; 1999	Chi-Chi	Tcu045,; Taiwan	7.6	0.02
6	06/20; 1990	Manjil	Manjil,; Iran	7.4	0.005
7	01/17; 1994	Northridge	Beverly Hills,; USA	6.7	0.01
8	04/25; 1992	Cape Mendocino	Rio Dell Overpass Ff,; USA	7.0	0.005
9	10/18; 1989	Loma Prieta	Gilroy Array,; USA	6.9	0.005
10	11/12; 1999	Duzce	Bolu,; Turkey	7.1	0.01