A New Unit Root Test with Two Structural Breaks in Level and Slope at Unknown Time

Journal of Applied Statistics, 37(9): 1425-1438, 2010

Posted: 10 Jun 2012

See all articles by Paresh Kumar Narayan

Paresh Kumar Narayan

Deakin University - School of Accounting, Economics and Finance

Stephan Popp

University of Duisburg-Essen - Faculty of Economic Science

Date Written: 2010

Abstract

In this paper, we propose a new augmented Dickey-Fuller-type test for unit roots which accounts for two structural breaks. We consider two different specifications: (a) two breaks in the level of a trending data series and (b) two breaks in the level and slope of a trending data series. The breaks whose time of occurrence is assumed to be unknown are modeled as innovational outliers and thus take effect gradually. Using Monte Carlo simulations, we show that our proposed test has correct size, stable power, and identifies the structural breaks accurately.

Suggested Citation

Narayan, Paresh Kumar and Popp, Stephan, A New Unit Root Test with Two Structural Breaks in Level and Slope at Unknown Time (2010). Journal of Applied Statistics, 37(9): 1425-1438, 2010, Available at SSRN: https://ssrn.com/abstract=2080718

Paresh Kumar Narayan (Contact Author)

Deakin University - School of Accounting, Economics and Finance ( email )

221 Burwood Highway
Burwood, Victoria 3215
Australia

Stephan Popp

University of Duisburg-Essen - Faculty of Economic Science ( email )

Essen, 45117
Germany

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