nep-ets New Economics Papers
on Econometric Time Series
Issue of 2009‒04‒13
two papers chosen by
Yong Yin
SUNY at Buffalo

  1. Modelling Stochastic Volatility with Leverage and Jumps : A Simulated Maximum Likelihood Approach via Particle Filtering By Malik, Sheheryar; Pitt, Michael K
  2. A Sequential Procedure to Determine the Number of Breaks in Trend with an Integrated or Stationary Noise Component By Mohitosh Kejriwal; Pierre Perron

  1. By: Malik, Sheheryar (Department of Economics, University of Warwick,); Pitt, Michael K (Department of Economics, University of Warwick,)
    Abstract: In this paper we provide a unified methodology in order to conduct likelihood-based inference on the unknown parameters of a general class of discrete-time stochastic volatility models, characterized by both a leverage e®ect and jumps in returns. Given the non-linear/non-Gaussian state-space form, approximating the likelihood for the parameters is conducted with output generated by the particle filter. Methods are employed to ensure that the approximating likelihood is continuous as a function of the unknown parameters thus enabling the use of Newton-Raphson type maximization algorithms. Our approach is robust and efficient relative to alternative Markov Chain Monte Carlo schemes employed in such contexts. In addition it provides a feasible basis for undertaking the non-trivial task of model comparison. The technique is applied to daily returns data for various stock price indices. We find strong evidence in favour of a leverage effect in all cases. Jumps are an important component in two out of the four series we consider.
    Keywords: Particle filter ; Simulation ; SIR ; State space ; Leverage effect ; Jumps
    Date: 2009
    URL: http://d.repec.org/n?u=RePEc:wrk:warwec:897&r=ets
  2. By: Mohitosh Kejriwal; Pierre Perron
    Abstract: Perron and Yabu (2008) consider the problem of testing for a break occuring at an unknown date in the trend function of a univariate time series when the noise component can be either stationary or integrated. This paper extends their work by proposing a sequential test that allows one to test the null hypothesis of, say, l breaks, versus the alternative hypothesis of (l + 1) breaks. The test enables consistent estimation of the number of breaks. In both stationary and integrated cases, it is shown that asymptotic critical values can be obtained from the relevant quantiles of the limit distribution of the test for a single break. Monte Carlo simulations suggest that the procedure works well in finite samples.
    Keywords: structural change, sequential procedure, feasible gls, unit root, structural breaks
    JEL: C22
    Date: 2009–02
    URL: http://d.repec.org/n?u=RePEc:pur:prukra:1217&r=ets

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