Determination of Damage in Reinforced Concrete Frames with Shear Walls Using Self-Organizing Feature Map

Table 4

Selected statistical characteristics of the parameters.

Row	Parameter name	Unit	Parameter type	Minimum	Maximum	Average	Standard deviation
1	Peak ground acceleration (PGA)	m/s^2	Input	0.074	0.549	0.207	0.095
2	Input time of the earthquake to a structure	s	Input	0.005	0.020	0.011	0.004
3	Time	s	Input	21.880	39.990	36.187	5.896
4	Frequency	Hz	Input	0.025	0.046	0.029	0.006
5	Input acceleration to the building (Acc)	m/s^2	Input	0.100	1.500	0.795	0.406
6	Displacement	mm	Input	11.025	1023.293	222.576	208.891
7	Park & Ang damage index	—	Output	0.008	0.823	0.153	0.138