A Novel Damage Detection Method of Reinforced Concrete Frames Using Signal Processing and Extracted Near-Fault Fling-Step Pulses

Table 3

General information of ground motions used in loading protocol.

Record no	Year	Earthquake	MW	Station	Component	Dist. (km)	PGA (g)	PGV (cm/s)
1	1999	Chi-Chi	7.6	TCU082	EW	4.47	0.22	50.49
2	1999	Chi-Chi	7.6	TCU049	EW	3.27	0.27	54.79
3	1999	Chi-Chi	7.6	TCU075	EW	3.38	0.32	111.79
4	1999	Chi-Chi	7.6	TCU089	EW	8.33	0.34	44.43
5	1999	Chi-Chi	7.6	TCU052	EW	1.84	0.35	178
6	1999	Chi-Chi	7.6	TCU068	NS	3.01	0.36	294.14
7	1999	Kocaeli	7.4	Sakarya	EW	3.2	0.41	82.05
8	1999	Chi-Chi	7.6	TCU052	NS	1.84	0.4385	216
9	1999	Chi-Chi	7.6	TCU068	EW	3.01	0.5	277.56