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

Table 3

The input membership function range of concrete structures.

		The input membership function range
Concrete 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	6.00	0.0693	6	674371	6200	0.30
	RG	5.9	512.87	12.59	0.1088	25	354597	4194	1.07
	M	10.8	465.75	19.17	0.1482	44	34823	2188	1.84
	RB	30.4	370.37	31.79	0.1704	214	17470	1194	3.92
	B	50.0	275.00	44.40	0.1925	384	117	200	6.00