Seismic Response Analysis and Control of Frame Structures with Soft First Storey under Near-Fault Ground Motions

Table 2

Near-fault ground motion information.

Type	RSN	Station	Magnitude	Rjb (km)	PGA (g)	Ts (s)	Tp (s)
Near-fault pulse ground motion	1510	TCU075	7.62	0.89	0.33	0.36	4.998
	983	JGB022	6.69	5.43	0.57	0.36	3.535
	147	G02140	6.53	8.47	0.26	0.35	1.463
	767	G03090	6.93	12.23	0.37	0.23	2.639
	802	STG090	6.93	7.58	0.33	0.20	4.571
	828	PET000	7.01	8.18	0.59	0.67	2.996
	3746	CBF360	7.01	16.44	0.48	0.24	1.967
	568	GIC090	5.80	2.14	0.71	0.27	0.805
Near-fault no-pulse ground motion	779	LGP090	6.93	3.88	0.31	0.40	—
	989	CHL070	6.69	9.87	0.22	0.42	—
	587	MAT083	6.60	16.09	0.28	0.38	—
	1012	LA0180	6.69	9.87	0.26	0.38	—