The Influence of Infill Wall Topology and Seismic Characteristics on the Response and Damage Distribution in Frame Structures

Table 1

Overall and reduction values of damage and behaviour indices for all frames.

(a)

	Frame	Min.	Max.	Average
GDIPA	0	0.000	0.304	0.188
	1	0.000	0.162	0.035
	2	0.000	0.175	0.037
	3	0.000	0.197	0.049
	4	0.000	0.191	0.047
MISDR (%)	0	0.45	4.11	1.41
	1	0.15	1.01	0.55
	2	0.18	1.10	0.59
	3	0.16	1.02	0.55
	4	0.19	1.10	0.59

(b)

	Percentage reduction against frame 0 (%)
	Frame	Min.	Max.	Average
GDIPA	1	N/A	47	81
	2	N/A	42	80
	3	N/A	35	74
	4	N/A	37	75
MISDR (%)	1	67	75	61
	2	60	73	58
	3	64	75	61
	4	58	73	58