Earthquake and Wave Analysis of Circular Cylinder considering Water-Structure-Soil Interaction

Table 2

Details of the ground motion.

ID number	PEER-NGA record information			Recorded motions
	Record seq. number	Lowest freq. (Hz.)	File names-horizontal records	PGAmax (g)	PGVmax (cm/s.)
1	953	0.25	NORTHR/MUL009	0.52	63
2	960	0.13	NORTHRLOS000	0.48	45
3	1602	0.06	DUZCE/BOL000	0.82	62
4	1787	0.04	HECTOR/HEC00	0.34	42
5	169	0.06	IMPVALUHDLT262	0.35	33
6	174	0.25	IMPVALHE11140	0.38	42
7	1111	0.13	KOBENIS000	0.51	37
8	1116	0.13	KOBE/SHI000	0.24	38
9	1158	0.24	KOCAELUDZC1B0	0.36	59
10	1148	0.09	KOCAELIARC000	0.22	40
11	900	0.07	LANDERSYER270	0.24	52
12	848	0.13	LANDERSICLW-LN	0.42	42
13	752	0.13	LOMAPICAP000	0.53	35
14	767	0.13	LOMAPG03000	0.56	45
15	1633	0.13	MANJILABBAR-L	0.51	54
16	721	0.13	SUPERSTIB-ICO00	0.36	46
17	725	0.25	SUPERSTIB-POE270	0.45	36
18	829	0.07	CAPEMENDRIO270	0.55	44
19	1244	0.05	CHICHICHY1Q1-E	0.44	115
20	1485	0.05	CHICHITCU045-E	0.51	39
21	68	0.25	SFERNPELO9O	0.21	19
22	125	0.13	FRIULIA-TMZO00	0.35	31