Evaluating the Relationship between Reservoir Level Changes and Earthquake Damage Responses of High Arch Dams: A 3D Numerical Study of Ermenek Arch Dam (220 m) in Turkey

Table 2

Characteristic properties of strong ground motions [35].

EQ	Earthquake	Year	Station	Mw	Duration (s)	d (km)	PGA	PGV	Ap/Vp	TPV	TP
1	Cape Mend.	1992	Rio Del OVP	7.1	40	18.5	0.39	44	8.7	1.3	1.2
2	Chi-chi	1999	CHY028	7.6	40	7.3	0.82	67	12.1	0.9	0.8
3		1999	TCU060	7.6	40	9.5	0.20	36	5.45	11.0	8.4
4		1999	TCU087	7.6	40	3.2	0.13	41	3.11	8.0	9.5
5		1999	NSY	7.6	40	9.7	0.13	42	3.04	4.6	3.7
6		1999	CHY101	7.6	40	11.1	0.44	115	3.75	4.8	4.7
7		1999	TCU063	7.6	40	10.4	0.13	73	1.75	3.4	5.2
8		1999	TCU059	7.6	40	17.8	0.17	59	2.83	6.5	6.0
9		1999	TCU057	7.6	40	12.6	0.09	43	2.05	7.5	6.6
10		1999	TCU101	7.6	40	2.9	0.2	68	2.89	8.5	7.6
11	Imp.val.	1979	El centro DA	6.5	40	5.3	0.35	71	4.84	2.6	4.5
12	Kobe	1995	KJM	6.9	20	0.6	0.60	74	7.95	0.8	1.4
13	Loma prieta	1989	Corralitos	6.9	40	5.1	0.48	45	10.46	0.8	0.7
14	N. palm spr.	1986	N.P.Spr. PO	6.0	20	8.2	0.59	73	7.93	1.1	1.4
15	Northrdg.	1994	Sly. Hosp.	6.7	20	6.4	0.84	130	6.34	1.6	1.9
16	Sup.hills	1987	PTS	6.6	20	0.7	0.45	112	3.94	1.9	2.2
17	Duzce	1999	Duzce	7.2	40	27	0.55	79	8.41	1.5	8.1
18	Kocaeli	1999	Izmit	7.6	40	6	0.63	86	9.46	1.6	8.4