Seismic Vulnerability Analysis of Rural Modified Raw-Soil Structures

Table 5

Comparison of the maximum ISDA of RACSR under earthquake action.

No	Earthquake motion	PGA (g)	ISDA-1 (10^−3)	ISDA-2 (10^−3)	ISDA-3 (10^−3)	DR-1 (%)	DR-2 (%)
1	A-CAS-000	0.332	0.009117	0.006085	0.005578	33.26	38.82
2	A-CAT-090	0.042	0.003741	0.001387	0.001389	62.92	62.87
3	BRA-315	0.16	0.005023	0.002804	0.003194	44.18	36.41
4	H-CHI-012	0.269	0.008223	0.008946	0.006655	−8.79	19.07
5	M-G02-090	0.2	0.001442	0.00264	0.003633	−83.08	−151.94
6	A-BIR-180	0.299	0.00539	0.008729	0.002439	−61.95	54.75
7	A-HAR-090	0.07	0.001999	0.001702	0.002676	14.86	−33.87
8	H06-360	0.06	0.003779	0.000612	0.000331	83.81	91.24
9	H-CC4-045	0.115	0.000773	0.00073	0.001135	5.56	−46.83
10	H-DLT-352	0.349	0.015638	0.002705	0.004238	82.70	72.90
11	G02-000	0.36	0.017496	0.008018	0.005291	54.17	69.76
12	GOF-090	0.283	0.0252	0.017947	0.006915	28.78	72.56
13	H-BCR-140	0.59	0.01696	0.002243	0.010584	86.77	37.59
14	H-E05-230	0.367	0.01021	0.011986	0.01157	−17.39	−13.32
15	NWH-360	0.59	0.007947	0.00604	0.002837	24.00	64.30
16	B-WSM-180	0.212	0.008989	0.006518	0.004895	27.49	45.54
17	CAP-090	0.395	0.010257	0.007827	0.002382	23.69	76.78
18	CNP-196	0.42	0.011264	0.016361	0.006297	−45.25	44.10
19	FAR-090	0.243	0.012984	0.004981	0.003691	61.64	71.57
20	G03-000	0.547	0.01896	0.001919	0.010578	89.88	44.21
21	CEN-245	0.321	0.007043	0.006244	0.001594	11.34	77.37
22	LH1-090	0.077	0.00295	0.0005	0.000913	83.05	69.05
23	LV2-000	0.091	0.003645	0.007493	0.001686	−105.57	53.74
24	PIC-180	0.18	0.011064	0.002823	0.003381	74.48	69.44
25	SOR-315	0.067	0.006688	0.001008	0.001766	84.93	73.59