A new unit root test with two structural breaks in level and slope at unknown time


Autoria(s): Narayan, Paresh; Popp, Stephan
Data(s)

01/09/2010

Resumo

In this paper, we propose a new augmented Dickey–Fuller-type test for unit roots which accounts for<br />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 showthat our proposed test has correct size, stable power, and identifies the structural breaks accurately.<br />

Identificador

http://hdl.handle.net/10536/DRO/DU:30032690

Idioma(s)

eng

Publicador

Routledge

Relação

http://dro.deakin.edu.au/eserv/DU:30032690/narayan-anewunit-2010.pdf

http://dro.deakin.edu.au/eserv/DU:30032690/narayan-anewunit-evidence-2010..pdf

http://dx.doi.org/10.1080/02664760903039883

Direitos

2010, Taylor & Francis

Palavras-Chave #unit root test #multiple structural breaks #break date estimation #Monte Carlo simulations #US macroeconomic variables
Tipo

Journal Article