Vibration-Based Damage Evaluation of a Reinforced Concrete Frame Subjected to Cyclic Pushover Testing

Table 4

Localization of damage with the DLV approach at each damage level.

Joint numbering	0.35% drift		0.50% drift		0.75% drift		1.0% drift		1.5% drift		2% drift		2.5% drift		3.2% drift
	Joint	WSI	Joint	WSI	Joint	WSI	Joint	WSI	Joint	WSI	Joint	WSI	Joint	WSI	Joint	WSI
	4	1.73	2	2.05	3	0.39	3	1.13	3	0.89	9	0.92	3	0.21	1	0.41
	2	2.23	7	2.30	8	4.04	6	1.24	7	5.64	1	1.29	7	0.40	9	0.59
	8	2.55	4	7.65	4	6.20	1	1.48	4	7.18	3	3.80	9	0.62	3	0.66
	6	2.93	6	7.88	2	8.56	8	1.81	6	7.28	7	4.36	1	0.97	7	0.90
	3	4.44	3	8.47	1	9.72	4	1.86	2	8.92	5	4.49	4	3.73	2	0.94
	1	4.44	1	8.57	9	11.10	2	2.61	1	13.89	6	4.51	6	6.58	8	1.14
	9	5.77	5	9.82	6	11.37	7	2.73	5	15.59	4	5.69	2	6.87	4	1.31
	7	5.82	9	12.62	5	12.02	5	3.40	8	15.60	2	6.00	8	7.51	5	2.02
	5	7.37	8	15.23	7	13.41	9	3.49	9	19.69	8	9.82	5	8.56	6	3.15