Infill Modelling Influence on Dynamic Identification and Model Updating of Reinforced Concrete Framed Buildings

Table 7

MAC matrix (%) for  = 0.24.

		Experimental vibrating modes
		1	2	3	4	5
Numerical vibrating modes	1	96.44	8.90	0.00	1.01	0.16
	2	0.53	48.21	9.15	0.11	0.11
	3	1.46	29.77	96.65	0.11	3.44
	4	4.68	0.55	0.03	76.41	0.62
	5	0.12	2.05	6.38	21.18	98.02
	6	11.23	0.11	2.60	27.22	7.20