Research Article

Multivariate Joint Probability Function of Earthquake Ground Motion Prediction Equations Based on Vine Copula Approach

Table 4

Estimated copula parameters of vine copula for PSA residuals at different vibration periods.

CopulaFamilyPar. 1Par. 2Kendall’s

Tawn1 (180°)3.46080.93460.75120.6745
(0.0940)(0.0139)

T0.452217.16880.01730.01730.2987
(0.0197)(8.0943)

N0.77990.5695
(0.0079)

BB1z (180°)0.37262.03940.40160.59520.5867
(0.0547)(0.0627)

I

F−1.1098−0.1218
(0.1497)

BB8 (270°)−1.4737−0.7718−0.0922
(0.2539)(0.1529)

BB8 (90°)−1.7090−0.5839−0.0791
(0.6598)(0.2916)

BB8 (90°)−1.8660−0.6173−0.1055
(0.6181)(0.2283)

I
AIC−5909.0300
BIC−5834.3600
Log-likelihood2968.5130

The subscripts 1, 2, 3, 4, and 5 denote PSAs at 0.1, 0.2, 1, 2, and 4 sec, respectively. N, T, F, I, Tawn, BB1, and BB8 the denote normal copula, t copula, Frank copula, independent copula, Tawn copula, BB1 copula, and BB8 copula, respectively. The values in brackets indicate that the fitted pair copula is rotated by original copula, i.e., 90°, 180°, and 270°. The standard errors are in parentheses. Independent copula, normal copula, and Frank copula do not exhibit an upper and lower tail dependence (i.e., and ). Statistical significance at the 5% level; statistical significance at the 1% level.