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. 2014 Nov 4;9(11):e111894. doi: 10.1371/journal.pone.0111894

Table 4. Estimated coefficients in the equation of food stamps recipients (left block) and misspecification and stability tests (right block).

Regressors Coeff. T-stat Tests p-value
log(Food stamps(-1)) 0.59 5.40 Ljung-Box(12) 0.52
log(Food stamps(-2)) 0.30 2.31 Ljung-Box(24) 0.65
log(Food stamps(-3)) 0.29 2.22 Ljung-Box(12) res. sq. 0.79
log(Food stamps(-4)) -0.23 -2.25 Ljung-Box(24) res. sq. 0.79
log(Unemployment rate) 0.02 3.13 ARCH(12) 0.89
log(GI - Food Stamps) 0.01 3.96 ARCH(24) 0.98
log(GI - Jobs) 0.02 2.03 Jarque-Bera 0.00
constant 0.87 4.63 RESET 0.56
S1 −0.02 −5.74 BDS (dim = 2) 0.12
S2 −0.02 −8.07 BDS (dim = 6) 0.00
S3 −0.01 −4.37 OLS-CUSUM 0.99
S4 −0.02 −4.44 Rec-CUSUM 0.06
S5 −0.01 −3.43 OLS-MOSUM 0.51
S6 −0.02 −4.04 Rec-MOSUM 0.39
S7 −0.01 −3.95 Andrews max-F 0.03
S8 −0.01 −3.89 Andrews exp-F 0.22
S9 −0.01 −4.64 Andrews ave-F 0.09
S10 −0.01 −3.69 Optimal n. breakpoints (BIC) 0
S11 −0.01 −4.36 Optimal n. breakpoints (LWZ) 0

Estimated coefficients in the equation of food stamps recipients (left block) and misspecification and stability tests (right block). Sample: 2004M1- 2011M05. P-values smaller than 0.05 are in bold font.

Misspecification tests: the [46] statistics for testing the absence of autocorrelation up to order Inline graphic in the models' residuals and residuals squared; the Lagrange multiplier test for Auto-Regressive Conditional Heteroskedasticity (ARCH) in the residuals proposed by [47]; the [48] test for checking whether a time series is normally distributed; the REgression Specification Error Test (RESET) proposed by [49], which is a general test for incorrect functional form, omitted variables, and correlation between the regressors and the error term; the BDS test by [50] to test whether the residuals are independent and identically distributed (iid) and which is robust against a variety of possible deviations from independence, including linear dependence, non-linear dependence, or chaos.

Stability tests: the test for parameter instability by [51] which is based on the CUmulative SUM of the recursive residuals (Rec-CUSUM); [52] suggested to modify the previous structural change test and use the cumulative sums of the common OLS residuals (OLS-CUSUM). [53] proposed a structural change test which analyzes moving sums of residuals (MOSUM) instead of cumulative sums. We remark that a unifying view of the previous structural change tests within a generalized M-fluctuation test framework was proposed by [54] and [55]. [56] was the first to suggest an F-test for structural change when the break point is known: [57] and [58] extended the Chow test by computing the F statistics for all potential break points and suggested three different test statistics, the sup-F, the ave-F and the exp-F, which are based on Wald, Lagrange Multiplier or Likelihood Ratio statistics respectively, in a very general class of models fitted by Generalized Method of Moments. See [59] for a review and a step-by-step description of stability tests using R software. Besides, [60], following [61], suggested to find the optimal number of breakpoints by optimizing the Bayesian Information Criterion (BIC) and the modified BIC by [62] (LWZ, 1997).