Embankment Seismic Fragility Assessment under the Near-Fault Pulse-like Ground Motions by Applying the Response Surface Method

Table 6

Regression coefficients of equations (7) and (8).

Regression coefficients	α0	α1	α2	α3	α4	α5	α6	α7
Values	0.25065	0.01612	0.04187	0.02290	0.35272	−0.00330	−0.00527	−0.00253
Regression coefficients	α8	α9	α10	α11	α012	α13	α14	ε1
Values	0.91883	−0.00332	−0.00396	−0.02488	−0.00384	−0.06253	−0.03349	0.0342
Regression coefficients	β0	β1	β2	β3	β4	β5	β6	β7
Values	0.06346	0.00424	0.01102	−0.00654	0.09044	0.00083	0.00132	−0.00067
Regression coefficients	β8	β1	β2	β3	β4	β5	β6	ε2
Values	0.24502	−0.00085	−0.00102	−0.00479	−0.00097	0.01645	−0.00837	0.0169