Damage Analysis and Evaluation of High Strength Concrete Frame Based on Deformation-Energy Damage Model

Table 3

Damage index of middle columns in each floor under seismic waves.

Earthquake wave						IDARC	Modified damage model
		mm	kN	mm	kN⋅mm
P	1	173	362	102		0.205	0.65
0	2	135	419	60.8		0.181	0.77
1	3	124	111	44.7		0.275	0.76
1	4	58.6	245	14.6		0.198	0.79
5	5	27.8	191	19.6		0.152	0.64
	6	140.1	404	65		0.134	0.56
P	1	70.1	346	41.9		0.081	0.5
0	2	73.1	373	43.3		0.069	0.65
9	3	60	341	43.4		0.131	0.65
9	4	45.1	245	29.4		0.078	0.68
5	5	32.5	113	15.2		0.06	0.48
	6	72.7	352	40.6		0.05	0.47
E	1	148	276	69		0.135	0.53
L	2	96.5	294	68.3		0.11	0.73
	3	98.1	221	66.1		0.162	0.7
	4	28.8	330	19.8		0.1	0.71
	5	26.7	184	13.5		0.085	0.53
	6	30.8	212	15.8		0.081	0.53