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Table 2 Hausman test result of deformation time series of the measure points in the area of Sect. 3 of the dam

From: Variable-intercept panel model for deformation zoning of a super-high arch dam

Hausman test

 

b = consistent under Ho and Ha; obtained from xtreg

 

B = inconsistent under Ha, efficient under Ho; obtained from xtreg

 

Test: Ho: difference in coefficients not systematic

 

chi2(2) = (b−B)’[(V_b−V_B)^(−1)](b−B) = 9.14

 

Prob > chi2 = 0.0104

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