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

Table 1

Samples of field survey of concrete structures.

Row	Block number	Building number	Structure type	Building age (years)	Length (m)	Width (m)	Structure height (m)	Passage width (m)	The number of inhabitants (persons)	Soil type	Shear wave velocity in soil (m/s)	Distance to the fault (m)	Height-to-width ratio (HWR)	Moment of inertia around the weak axis (m^4)	Earthquake factor
1	60781	4	Steel	20	20	10	12	16	24	2	560.00	850	0.750	1,667	0.170
2	60781	6	Steel	15	20	10	24	16	40	2	560.00	900	1.500	1,667	0.108
3	37515	13	Steel	13	31.4	9.6	19	12	44	2	560.00	900	1.583	2,315	0.126
4	37515	12	Steel	11	31.4	9.6	20	12	40	2	560.00	950	1.667	2,315	0.122
5	37516	15	Steel	10	33.95	12.5	10	12	16	2	560.00	1200	0.833	5,526	0.175
6	37515	2	Steel	25	26	12	6	12	40	2	560.00	1250	0.500	3,744	0.175
7	37516	17	Steel	14	22	10	21	12	24	2	560.00	1200	1.750	1,833	0.118
8	37516	18	Steel	5	22	10	24	12	24	2	560.00	1200	2.000	1,833	0.108
9	37494	7	Steel	15	25.7	15	15	12	32	2	560.00	1000	1.250	7,228	0.147
10	37476	20	Steel	40	35.6	15.5	6	12	8	2	560.00	1200	0.500	11,047	0.175
11	37463	8	Steel	20	37.7	22.6	6	12	12	2	560.00	800	0.500	36,265	0.175
12	37377	36	Steel	14	24	12.5	20	12	32	2	560.00	1020	1.667	3,906	0.122
13	30021	6	Steel	20	16.4	13	20	10	12	3	275.00	4100	2.000	3,003	0.180
14	29419	9	Steel	25	16.4	8	9	10	12	3	275.00	4200	0.900	700	0.193
15	29417	2	Steel	5	20.3	7	12	10	12	3	275.00	4200	1.200	580	0.193
16	29407	1	Steel	20	25.2	23.3	18	24	80	3	275.00	4200	0.750	26,564	0.193
17	49185	3	Steel	25	15.85	12	6	20	16	2	560.00	900	2.000	8,296	0.175
18	49186	2	Steel	45	12.8	12.2	6	10	6	2	560.00	1200	2.033	7,864	0.175
19	49624	2	Steel	25	23	21.15	12	15	24	2	560.00	1950	1.763	25,348	0.170
20	49624	9	Steel	35	26	9.5	8	15	12	2	560.00	1950	1.188	51,263	0.175