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DEHAANName:
The cumulative distribution function of the generalized Pareto distribution is
Here, c is the shape parameter and a is the scale parameter. This equation can be used to represent the conditional cumulative distribution of the excess Y = X - u of the variate X over the threshold u, given X > u for u sufficiently large. The cases c > 0, c = 0, and c < 0 correspond respectively to the extreme value type II (Frechet), extreme value type I (Gumbel), and reverse Weibull domains of attraction. Given the mean E(Y) and standard deviation sY of the variate Y, then
c = 0.5*{1 - [E(Y)/sY]2}
Note that for the case where c < 0, then
The de Haan estimates of a and c are determined as follows.
where <y> is the response variable; and where the <SUBSET/EXCEPT/FOR qualification> is optional.
DEHAAN Y SUBSET TAG > 0
If no threshold is specified, then the minimum data value is used as the threshold.
If the absolute value of GAMMA is within a user-specified tolerance of zero, then the following are also saved.
To specify this tolerance, enter the command
The default tolerance is 0.05. If GAMMA is less than zero with an absolute value greater than the above tolerance, then the following are also saved.
These estimates for the reverse Weibull and Gumbel distributions are based on moment estimators. The formulas are given on page 3 of NIST Building Science Series 174 (see the Reference section below). Currently, no estimates for the Frechet case (GAMMA > 0) are saved.
for details. The ASCII output was also modified somewhat. This was a cosemetic change to make the output clearer.
DEHAAN GENERALIZED PARETO Y DEHAAN ESTIMATE Y
"Estimates of Hurricane Wind Speeds by the "Peaks Over Threshold" Approach", Alan Heckert, Emil Simiu, and Tim Whalen, Journal of Structural Engineering, April, 1998. "Extreme Wind Distribution Tails: A "Peaks Over Threshold" Approach", Simiu and Heckert, Journal of Structural Engineering, May, 1996. "Assessment of 'peak over threshold' Methods for Estimating Extreme Value Distribution Tails", J. A. Lechner, E. Simiu, N. A. Heckert, Structural Safety, 1993. "Estimates of Hurricane Wind Speeds by the 'Peaks Over Threshold' Method", E. Simiu, N. A. Heckert, T. Whalen, NIST Technical Note 1416, February, 1996. "Extreme Wind Estimates by the Conditional Mean Exceedance Procedure", J. L. Gross, E. Simiu, N. A. Heckert, J. A. Lechner, NISTIR 5531, April, 1995. "Extreme Wind Distribution Tails: A 'Peaks Over Threshold' Approach", E. Simiu, N. A. Heckert, NIST Building Science Series 174, March, 1995
2005/5: Added support for HTML/Latex format output.
SKIP 25
READ MPOST550.DAT Y
LET Y2 = SORT Y
LET THRESHOL = Y2(900)
echo on
capture dehaan.out
DEHAAN Y
The following output is generated.
****************
** DEHAAN Y **
****************
DEHAAN ESTIMATION FOR THE GENERALIZED PARETO DISTRIBUTION
NUMBER OF OBSERVATIONS = 977
THRESHOLD = 43.36000
NUMBER OF OBSERVATIONS ABOVE THE THRESHOLD = 77
ESTIMATE OF SHAPE PARAMETER GAMMA = -0.3852721
STANDARD DEVIATION OF GAMMA = 0.1362827
SCALE PARAMETER A = 15.39923
FOR NEGATIVE GAMMA, THE GENERALIZED PARETO IS EQUIVALENT TO
A REVERSE WEIBULL (SET MINMAX MAX) WITH:
SHAPE PARAMETER GAMMA = 2.595568
LOCATION PARAMETER = 81.89209
SCALE PARAMETER = 28.28961
GAMMA, SDGAMMA, AND A WILL BE SAVED AS INTERNAL PARAMETERS.
THE REVERSE WEIBULL PARAMETERS WILL BE SAVED AS
THE INTERNAL PARAMETERS GAMMA2, LOC, AND SCALE, RESPECTIVELY.
Date created: 6/5/2001 |