Table 1 Hausman test result of deformation time series of the measuring points in the area of section 1 of the dam
From: Variable-intercept panel model for deformation zoning of a super-high arch dam
Hausman test | Â |
|---|---|
b = consistent under Ho and Ha; obtained from xtreg |  |
BÂ =Â inconsistent under Ha, efficient under Ho; obtained from xtreg | Â |
Test: Ho: difference in coefficients not systematic | Â |
chi2(2) = (b-B)’[(V_b-V_B)^(−1)](b-B) = 0.00 |  |
Prob > chi2 = 1.0000 |  |