Buildings, Causalities, and Injuries Innovative Fuzzy Damage Model during Earthquakes

Table 2

The input membership function range of steel structures.

		The input membership function range
Steel structure		The building age	Shear wave velocity in soil	Structure height	Earthquake factor	The number of inhabitants	The moment of inertia around the weak axis	Distance to the fault	The building height-to-width ratio (HWR)
	G	1.0	560.00	3.00	0.0599	4	425600	8200	0.20
	RG	11.0	509.55	9.61	0.1088	19	222002	5312	0.74
	M	21.1	459.11	16.21	0.1577	34	18405	2424	1.28
	RB	40.5	367.05	41.22	0.1751	143	9265	1312	3.40
	B	60.0	275.00	66.23	0.1925	252	125	200	5.52