From: Variable-intercept panel model for deformation zoning of a super-high arch dam
Random-effects model | ||||||
---|---|---|---|---|---|---|
Random-effects GLS regression | Number of obs = 17323 | |||||
Group variable: _j | Number of groups = 17 | |||||
R-sq: within = 0.0000 | Obs per group: min = 1019 | |||||
between = 0.0000 | avg = 1019.0 | |||||
overall = 0.1816 | max = 1019 | |||||
 | Wald chi2(10) = 15548.80 | |||||
corr(u_i, X) = 0 (assumed) | Prob > chi2 = 0.0000 |
var | Coef. | Std.Err. | z | PÂ >Â |z| | [95Â % Conf. Interval] | |
---|---|---|---|---|---|---|
x1 | −159.307 | 827.6679 | −0.19 | 0.847 | −1781.51 | 1462.893 |
x2 | 331.9333 | 1494.828 | 0.22 | 0.824 | −2597.88 | 3261.743 |
x3 | −280.182 | 1192.674 | −0.23 | 0.814 | −2617.78 | 2057.416 |
x4 | 91.74331 | 354.8331 | 0.26 | 0.796 | −603.717 | 787.2034 |
x5 | 0.067455 | 0.118763 | 0.57 | 0.57 | −0.16532 | 0.300226 |
x6 | −0.97668 | 0.111943 | −8.72 | 0 | −1.19608 | −0.75727 |
x7 | −0.01332 | 0.042572 | −0.31 | 0.754 | −0.09676 | 0.070115 |
x8 | −0.3112 | 0.020144 | −15.45 | 0 | −0.35068 | −0.27172 |
x9 | 0.006649 | 0.019384 | 0.34 | 0.732 | −0.03134 | 0.04464 |
x10 | −0.05327 | 0.020773 | −2.56 | 0.01 | −0.09398 | −0.01255 |
_cons | 23.4151 | 170.7861 | 0.14 | 0.891 | −311.32 | 358.1497 |
sigma_u | 3.061757 | Â | Â | Â | Â | Â |
sigma_e | 1.702147 | Â | Â | Â | Â | Â |
rho | 0.763903 | (fraction of variance due to u_i) |