I. Introduction
One of the most popular techniques for data analysis is the stress-strength system, which is employed in a wide range of disciplines like developed engineering, military presentations, healthiness, and useful skills.
The reliability of system in stress-strength model is an assessment of a module's dependability in terms of the random variable X, which stands in for the stress the module is exposed to, and Y, which stands in for the component's capacity to withstand the potential stress.
In stress–strength model of system, the strength X exposed the stress Y. Both random variables X and Y supposed to follows specific probability distribution with definite parameters. The reliability in stress–strength model refers to the probability that strength overdoes stress, i.e. P(X > Y), roughly p. This topic consumes numerous presentations in several ranges. For example, if Y denotes the extreme heaviness produced by overflowing and X signifies the strength of the leg of a bridge on a stream, then p is the probability that the bridge will be hard. Additional instance, if Y and X are respectively symbolize the regulator and conduct groups, then P processes the treatment consequence. Then the estimation of P will be significant in creation interpretations. The system fails when the stress is too great for it to handle.
The stress-strength concept is particularly significant in the research on reliability. Most of the concerns in the statistical approach to the stress-strength model are predicated on the premise that the component strengths are randomly and uniformly distributed and are exposed to a single stress [
1].
A system experiences a stress Y and strength X when demonstrated in a conventional reliability stress-strength analysis. Both random variables are considered to follows specific distribution with known or unknown parameters. The probability of strength exceeding stress, or P(X>Y), indicates the reliability of the system. This topic has many applications in many fields
The stress-strength models of the types
P(Y<X), P(Y<X<Z), where
X, Y and
Z are independent random variables refers to strength X and two stress Y and Z, and its follows specific distribution. These two models have wide requests in several of engineering subareas, psychology, genetics, medical trials and others. Kotz [
2].
Isaam, K. , Taha, A. and Abbas,N. They Estimated P(Y<X) using different estimation methods[
3] .Chandra and Owen [
4] derived maximum likelihood estimators (MLEs) and consequent uniform minimum variance unbiased estimators (UMVUEs) for
R= P(Y<X< Z).
Singh [
5] offered the minimum variance unbiased, maximum likelihood and empirical estimators of
R= P(Y<X<Z), where
X, Y and
Z are independent random variables and follows the normal distribution. Dutta and Sriwastav [
6] estimated
R when
X,
Y and
Z are exponentially distributed. Ivshin [
7] studied the MLE and UMVUE of
R when
X,
Y and
Z are either uniform or exponential random variables with unknown location parameters. Wang et al. [
8] make statistical inference for
P(X<Y<Z) via two methods, the nonparametric normal approximation and the jackknife empirical likelihood.
The Topp-Leone (TL) distribution is therefore J-shaped through its support. Percentage data, rates, particle sizes and specific chemical procedure yield data that can be displayed by this distribution. The TL distribution has a finite support, and various data sets in reliability and life testing are showed using finite support distributions. [
9].
Particularly, when the reliability is measured as the proportion of the quantity of effective trials to the amount of whole trials, the TL distribution can well be functional. In stress–strength model the distributions have uses in many spaces. For example, if Y denotes the maximum section elongation and X signifies the tensile strength of a piece of some material, then p processes the quality of the material. Another example, if Y refers the radius of the base of a small cup and X represents the radius of the circular depression in the center of a saucer then P represents the probability of holding the cup. Also, a consumer research organization may want to compare sales percentages of two products with a different advertisement policy each.
Topp and Leone [
10] presented the TL distribution and display its properties and also showed its applications for some failure data. Nadarajah and Kotz [
11] derive some properties of the TL distribution and provided an expression for its characteristic function. Kotz and Van Dorp [
12] given a generalized TL distribution to model some economic facts and they also clear a reflected general TL distribution and studied its properties. Ghitany
et al. [
13] considered the related of the reliability function of this distribution such as the hazard rate; mean residual life, reversed hazard rate, expected inactivity time and their stochastic orderings.
The topic of the Topp-Leone (TL) distribution dealt with this research, and the probability density function (pdf) is
where 0
< x < 1 and 0
< α < 1.
The distribution function of the TL distribution is given by
So if u follows uniform distribution, then has the TL distribution.
Consequently, the hazard rate will be as below
The rest of this paper is structured as follows. In Section II, the expression of R1= P(X > Y) and R2= P(Y<X< Z) will be derived. Maximum likelihood estimator MLE, the Moment estimator MOM and the Pre-test single stage shrinkage estimator SH of R is obtained in Section III. Monte Carlo Simulation and Numerical Outcomes are laid out in Section IV. Finally, conclusions are presented in Section V.
II. Expression of R1= P(X > Y) and R2= P(Y<X< Z)
This Section concentrates on estimating the reliability of when X and Y have independent Topp-Leone distributions. Let n be the number of observations distributed according to the Topp-Leone
Now let
X TL
(α) be independent of
Y TL
(β). Then
Where and are unknown.
This Section concentrates on estimating the reliability of R
2 = P(Y<X<Z) when Z, Y and X have independent Topp-Leone distributions such that X, Y and Z are independent and they are distributed Topp-Leone with scale parameters
,
,
respectively such that the p.d.f of the strength X is
Consequently, the p.d.f of the stresses Y, Z are given respectively by
The reliability system of this model P(Y<X<Z) given by
Where , and are unknown.
III. Estimation of R1 = P(X > Y) and R2 = P(Y<X<Z)
Maximum Likelihood Estimation of ,
The Maximum likelihood estimator MLE technique is an important and commonly estimator, since its has a good property for estimate which is known as invariant property [
14] .
This Section deals with MLE of reliability =P(X>Y) and =P(Y < X < Z) when X, Y and Z are independent Topp-Leone distribution with scale parameters ( respectively.
Let x
1, x
2, … . . x
n be a random strength sample of size n with p.d.f. as in (eq.3) then let y
1 ,y
2, … y
m. . and z
1, z
2, … . . z
w be the random samples with p.d.f . as in (eq.3) .The Maximum Likelihood function of the observed sample is:
Taking the logarithm for the above likelihood function eq (6) and the partial derivative for the log-likelihood function with respect to unknown parameters α
β, respectively and equating the partial derivative to zero to solve this equation:
The results of the above equations give MLEs of the parameters:
We obtain the MLE of R
1 and R
2 as
Moment Estimation Method of R1 and R2
This section concern with the moment estimator method MOM of R
1 and R
2.The moment estimators of the unknown parameters
and
will be obtained by equating the population moments with the corresponding sample moments. The population means of random variables X,Y and Z are as below
Suppose that X= ( x1 , x2 , …xn ) be a random sample of size n and Y=(y1 , y2 …ym) be a random sample of size m and Z=(z1 , z2 …zw) be a random sample of size w follows Topp-Leone distribution with unknown scales parameter and .
Then the means of the first and sample moments are given by
By equating the samples moments with the corresponding population moments, then
The moment estimator of
and
denoted by
and
can be obtained from (14), respectively as,
Consequently ,we obtain the Moment estimators of R
1 and R
2 as
Pre-test single stage shrinkage estimator (SH) of R1 and R2
Some time may we have a prior information value (point guess) of the parameter to be estimated. If this value is in the neighborhood of the accurate value, the shrinkage procedure is valuable to obtain an improved estimator. Thompson in [
15], Isaam, K, Taha, A. and Abbas,N.[
16] and others suggested shrunken estimators for different distributions when a prior estimate or guess point is available. They indicated that these estimators perform better in the term of mean squared error when a guess value θ
0 close to the true value θ. Pre- test estimator is considered for estimating the parameter θ when a guess point (prior estimate) θ
0 is available about θ due the past knowledge or similar cases. From the empirical studies it has been established that the shrinkage estimators performs better than the usual estimator when the guess point is very close to the true value of the parameter. Therefore to make sure whether θ is closed to θ
0 or not, we may test H
0:θ = θ
0 against H
1: θ ≠ θ
0, so we denote by R to the critical region for above test.
Thompson in 1968 recommended shrinking the usual estimator of θ towards the prior guess point θ0 and suggested the estimator, where represents the experimenters belief in the guess point θ0. He found the estimator which is more efficient than usual estimator if the true value θ is close to θ0 (H0 accepted) but may be less efficient otherwise, therefore to resolve the uncertainty that a guess point value is approximately the true value or not, a pre- test of significance may be employed. So he take the usual estimator when θ is far away from θ0 (H0 rejected) after he made the pre- test.
Thus, the pre-test shrunken estimator has the following form ; A.N.Salman [
17]
Where R may be pre- test region for acceptance the null hypothesis H
0 as we mentioned above,
is the usual ML estimator of θ and
is a constant shrinkage weight factor such that
0 ≤≤ 1 .
In this research we may assume the region as follow:
In this research, we suppose
Case 1 Suppose that
Where,
may be referred to
.
Thus, the shrinkage estimator of the scale parameters
and
of the random variables X,Y, Z that follows Topp-Leone distribution will be as follows:
Where ,
may be referred to
.
we obtain the Mom of R
1 and R
2 as
IV. Monte Carlo Simulation and Numerical Outcomes
An extensive numerical investigation will be conducted in this section to compare the performance of the various estimators for unlike sample sizes and parameter values for the Topp-Leone distribution. The properties investigated result in mean square errors (MSEs). Matlab 2018 statistical software was used for all computations. A simulation results are conducted to examine and compare the performance of the estimates for shape respecting to the MSE. The best estimator has the smallest value of MSE.
The steps for estimating the parameters, R1 = P(X > Y) and R2 = P(Y< X < Z) can be
summarized as follows:
Generate 10000 random samples from Topp-Leone distribution with the sample sizes;(n ,m)= (25,50,75,100) and the parameter values are selected as = (1.2,1.5,3) and =( 3 ,1.5,1.2) for R1 .Also (n, m ,w )= (25,25,25),(50,50,50),(75,75,75), (100,100,100), (50,25,25), (75,25,25),
(100,25,25), (25,50,25), (50,75,50), (75,100,75), (25,100,25), (25,25,50), (50,50,75),
(75,75,100) and parameter values are selected as = (1.5,1.5,1.5), =( 2.5 ,1.5,3.5) and =( 3.5 ,1.5,2.5) for R2.
One can conclude from the simulation results which is used to determine the best consequence of the proposed estimation methods (ML, MO, SH1, SH2) using different samples for the system reliability R1=p(Y<X) and R2 = P(Y< X < Z) grounded the Topp-Leone distribution (T-L). The simulation results of the proposed estimation methods are demonstrated in annexed tables and distinguish that Pre-test single stage shrinkage estimator (SH1) of system reliability R1 , R2 satisfied the smallest mean squared error in overall; this infers that was the best than the others for two considered models.
V. Conclusion
From above results, it observed that in general the best performance of the consider estimators (ML, MO, SH1, SH2,) under the different sample sizes and for the different Parameters of this study is the pre-test single stage shrinkage estimator (SH1) of system reliability R1 , R2 for two considered models .This important method has proven its efficiency in estimation as prior estimate approach to real value which depends on classical estimation method and prior information (initial estimate) as a linear combination and make pretest region to know how close the initial value from the actual value .
Appendix A
Table A1.
Shown estimates of R1, when R1= 0.28571, = 1.2, = 3.
Table A1.
Shown estimates of R1, when R1= 0.28571, = 1.2, = 3.
n |
m |
|
|
|
|
25 |
25 |
0.22795 |
0.76549 |
0.26949 |
0.65166 |
50 |
0.29000 |
0.69709 |
0.28616 |
0.59951 |
75 |
0.25700 |
0.83259 |
0.27238 |
0.71323 |
100 |
0.30891 |
0.70636 |
0.29865 |
0.60523 |
50 |
25 |
0.22768 |
0.72594 |
0.26577 |
0.60214 |
50 |
0.25496 |
0.79200 |
0.28253 |
0.66948 |
75 |
0.31010 |
0.66498 |
0.28581 |
0.59447 |
100 |
0.38670 |
0.58104 |
0.29034 |
0.5384 |
75 |
25 |
0.38350 |
0.58687 |
0.30097 |
0.54219 |
50 |
0.36616 |
0.64820 |
0.29003 |
0.58296 |
75 |
0.27682 |
0.72916 |
0.28453 |
0.62165 |
100 |
0.32255 |
0.65676 |
0.28536 |
0.57684 |
100 |
25 |
0.31769 |
0.69842 |
0.28650 |
0.60441 |
50 |
0.30583 |
0.72137 |
0.28373 |
0.61462 |
75 |
0.34595 |
0.62115 |
0.28556 |
0.55979 |
100 |
0.24077 |
0.78389 |
0.28439 |
0.66114 |
Table A2.
MSE of R1, when R1= 0.28571, = 1.2, = 3.
Table A2.
MSE of R1, when R1= 0.28571, = 1.2, = 3.
n |
m |
ML |
MO |
SH1 |
SH2 |
Best |
25 |
25 |
3.3362e-07 |
2.3018e-05 |
2.6327e-08 |
1.3392e-05 |
SH |
50 |
1.8372e-09 |
1.6923e-05 |
1.9773e-11 |
9.8467e-06 |
SH |
75 |
8.2468e-08 |
2.9907e-05 |
1.7781e-08 |
1.8277e-05 |
SH |
100 |
5.3794e-08 |
1.7695e-05 |
1.6745e-08 |
1.0209e-05 |
SH |
50 |
25 |
3.3683e-07 |
1.938e-05 |
3.9771e-08 |
1.0012e-05 |
SH |
50 |
9.4604e-08 |
2.5633e-05 |
1.0121e-09 |
1.4727e-05 |
SH |
75 |
5.9453e-08 |
1.4384e-05 |
9.8482e-13 |
9.5327e-06 |
SH |
100 |
1.0197e-06 |
8.7219e-06 |
2.1393e-09 |
6.3848e-06 |
SH |
75 |
25 |
9.5616e-07 |
9.5616e-07 |
2.3269e-08 |
6.5779e-06 |
SH |
50 |
6.4721e-07 |
1.314e-05 |
1.8666e-09 |
8.8355e-06 |
SH |
75 |
7.9146e-09 |
1.9664e-05 |
1.3949e-10 |
1.1286e-05 |
SH |
100 |
1.3571e-07 |
1.3767e-05 |
1.2546e-11 |
8.4754e-06 |
SH |
100 |
25 |
1.0226e-07 |
1.7032e-05 |
6.1133e-11 |
1.0157e-05 |
SH |
50 |
4.0479e-08 |
1.898e-05 |
3.926e-10 |
1.0818e-05 |
SH |
75 |
3.6288e-07 |
1.1252e-05 |
2.3293e-12 |
7.5116e-06 |
SH |
100 |
2.0201e-07 |
2.4818e-05 |
1.7668e-10 |
1.4095e-05 |
SH |
Table A3.
Shown estimation when R1= 0.5, beta1 = 1.5, beta2= 1.5.
Table A3.
Shown estimation when R1= 0.5, beta1 = 1.5, beta2= 1.5.
n |
m |
ML |
MO |
SH1 |
SH2 |
25 |
25 |
0.52585 |
0.44398 |
0.50746 |
0.47914 |
50 |
0.52351 |
0.34866 |
0.50910 |
0.40764 |
75 |
0.53547 |
0.52974 |
0.50933 |
0.52313 |
100 |
0.52507 |
0.54220 |
0.50871 |
0.53144 |
50 |
25 |
0.47686 |
0.56972 |
0.56972 |
0.53694 |
50 |
0.51562 |
0.53771 |
0.50141 |
0.52235 |
75 |
0.50862 |
0.52169 |
0.50146 |
0.5146 |
100 |
0.53958 |
0.40917 |
0.50059 |
0.44168 |
75 |
25 |
0.51675 |
0.46870 |
0.50091 |
0.47168 |
50 |
0.52847 |
0.53250 |
0.50018 |
0.52059 |
75 |
0.53742 |
0.42200 |
0.50086 |
0.45271 |
100 |
0.55972 |
0.43488 |
0.50177 |
0.46178 |
100 |
25 |
0.47113 |
0.61394 |
0.49444 |
0.55794 |
50 |
0.49079 |
0.53128 |
0.50097 |
0.52011 |
75 |
0.52326 |
0.53541 |
0.50074 |
0.53282 |
100 |
0.53481 |
0.43170 |
0.50023 |
0.45482 |
Table A4.
MSEs of R1 when = 1.5, = 1.5.
Table A4.
MSEs of R1 when = 1.5, = 1.5.
n |
m |
ML |
LS |
SH1 |
SH2 |
Best |
25 |
25 |
6.6847e-08 |
3.138e-07 |
5.561e-09 |
4.3506e-08 |
SH1 |
50 |
5.5253e-08 |
2.2904e-06 |
8.2734e-09 |
8.5312e-07 |
SH1 |
75 |
1.2578e-07 |
8.8426e-08 |
8.6961e-09 |
5.3482e-08 |
SH1 |
100 |
6.2857e-08 |
1.7812e-07 |
7.5812e-09 |
9.8874e-08 |
SH1 |
50 |
25 |
5.3536e-08 |
4.8611e-07 |
4.537e-10 |
1.3645e-07 |
SH1 |
50 |
2.4407e-08 |
1.4221e-07 |
1.9898e-10 |
4.9937e-08 |
SH1 |
75 |
7.4261e-09 |
4.7039e-08 |
2.1352e-10 |
2.1311e-08 |
SH1 |
100 |
1.5667e-07 |
8.2494e-07 |
3.4689e-11 |
3.4007e-07 |
SH1 |
75 |
25 |
2.8048e-08 |
9.7946e-08 |
8.2667e-11 |
8.0202e-08 |
SH1 |
50 |
8.1083e-08 |
1.0562e-07 |
3.4017e-12 |
4.2379e-08 |
SH1 |
75 |
1.4002e-07 |
6.0841e-07 |
7.3392e-11 |
2.2367e-07 |
SH1 |
100 |
3.5666e-07 |
4.2403e-07 |
3.1286e-10 |
1.4606e-07 |
SH1 |
100 |
25 |
8.332e-08 |
1.2983e-06 |
3.0867e-09 |
3.3573e-07 |
SH1 |
50 |
8.4884e-09 |
9.7818e-08 |
9.4062e-11 |
4.0457e-08 |
SH1 |
75 |
5.4121e-08 |
1.2542e-07 |
5.5441e-11 |
1.0773e-07 |
SH1 |
100 |
1.2119e-07 |
4.6645e-07 |
5.3448e-12 |
2.0412e-07 |
SH1 |
Shown estimation when R= 0.71429, beta1 = 3, beta2= 1.2 |
n |
m |
ML |
MO |
SH1 |
SH2 |
25 |
25 |
0.61334 |
0.34578 |
0.69064 |
0.41593 |
50 |
0.61151 |
0.43041 |
0.69210 |
0.46764 |
75 |
0.72315 |
0.23630 |
0.72105 |
0.35348 |
100 |
0.79167 |
0.21785 |
0.73058 |
0.34541 |
50 |
25 |
0.64462 |
0.22901 |
0.69405 |
0.33525 |
50 |
0.73712 |
0.25847 |
0.71695 |
0.37117 |
75 |
0.67832 |
0.28617 |
0.71318 |
0.38605 |
100 |
0.66978 |
0.27653 |
0.71211 |
0.37392 |
75 |
25 |
0.67920 |
0.24415 |
0.71638 |
0.34904 |
50 |
0.74174 |
0.26702 |
0.71454 |
0.38343 |
75 |
0.74139 |
0.24329 |
0.71603 |
0.36362 |
100 |
0.72348 |
0.27315 |
0.71518 |
0.38607 |
100 |
25 |
0.76171 |
0.42327 |
0.71933 |
0.48892 |
50 |
0.68467 |
0.30166 |
0.71191 |
0.39779 |
75 |
0.73210 |
0.24035 |
0.71535 |
0.35858 |
100 |
0.68185 |
0.31757 |
0.71511 |
0.40896 |
mse |
n |
m |
ML |
MO |
SH1 |
SH2 |
Best |
25 |
25 |
1.0191e-06 |
1.358e-05 |
5.5891e-08 |
8.9014e-06 |
SH1 |
50 |
1.0562e-06 |
8.0585e-06 |
4.9205e-08 |
6.0834e-06 |
SH1 |
75 |
7.8616e-09 |
2.2847e-05 |
4.5744e-09 |
1.3018e-05 |
SH1 |
100 |
5.9891e-07 |
2.4645e-05 |
2.6549e-08 |
1.3607e-05 |
SH1 |
50 |
25 |
4.853e-07 |
2.3549e-05 |
4.095e-08 |
1.4367e-05 |
SH1 |
50 |
5.2132e-08 |
2.0777e-05 |
7.0912e-10 |
1.1773e-05 |
SH1 |
75 |
1.2934e-07 |
1.8328e-05 |
1.2289e-10 |
1.0774e-05 |
SH1 |
100 |
1.9804e-07 |
1.9163e-05 |
4.7435e-10 |
1.1585e-05 |
SH1 |
75 |
25 |
1.2307e-07 |
2.2103e-05 |
4.3956e-10 |
1.334e-05 |
SH1 |
50 |
7.5363e-08 |
2.0004e-05 |
6.3547e-12 |
1.0946e-05 |
SH1 |
75 |
7.349e-08 |
2.2184e-05 |
3.0541e-10 |
1.2297e-05 |
SH1 |
100 |
8.4551e-09 |
1.946e-05 |
8.0755e-11 |
1.0773e-05 |
SH1 |
100 |
25 |
2.6294e-07 |
1.6149e-05 |
1.995e-10 |
9.6001e-06 |
SH1 |
50 |
8.7697e-08 |
1.7026e-05 |
5.6266e-10 |
1.0017e-05 |
SH1 |
75 |
3.174e-08 |
2.2462e-05 |
1.1351e-10 |
1.2653e-05 |
SH1 |
100 |
1.0524e-07 |
1.5738e-05 |
6.7611e-11 |
9.3224e-06 |
SH1 |
R= 0.175,=1.5, =2.5, =3.5and q=10000 |
Method n,m,w
|
|
Mle |
Mom |
SH1 |
SH2 |
Best |
(25,25,25) |
MSE |
0.21921 1.9542e-07 |
0.12232 2.7753e-07 |
0.18717 1.4807e-08 |
0.15602 3.6021e-08 |
SH1 |
(50,50,50) |
MSE |
0.15329 4.7154e-08 |
0.15246 5.0796e-08 |
0.17317 3.3671e-10 |
0.17118 1.4578e-09 |
SH1 |
(75,75,75) |
MSE |
0.16695 6.486e-09 |
0.15469 4.1266e-08 |
0.17473 7.4067e-12 |
0.18071 3.2602e-09 |
SH1 |
(100,100,100) |
MSE |
0.20633 9.8161e-08 |
0.10786 4.5076e-07 |
0.17513 1.5626e-12 |
0.13863 1.3226e-07 |
SH1 |
(50,25,25) |
MSE |
0.17236 6.9677e-10 |
0.10592 4.7716e-07 |
0.17598 9.5917e-11 |
0.13517 1.5864e-07 |
SH1 |
(75,25,25) |
MSE |
0.19945 5.9768e-08 |
0.11034 4.1811e-07 |
0.17960 2.119e-09 |
0.13528 1.5773e-07 |
SH1 |
(100,25,25) |
MSE |
0.19819 5.3782e-08 |
0.10900 4.3554e-07 |
0.18023 2.733e-09 |
0.15131 5.6115e-08 |
SH1 |
(25,50,25) |
MSE |
0.17935 1.8924e-09 |
0.12105 2.9108e-07 |
0.17843 1.1757e-09 |
0.15127 5.6325e-08 |
SH1 |
(50,75,50) |
MSE |
0.18495 9.9087e-09 |
0.11786 3.2649e-07 |
0.17604 1.0817e-10 |
0.15383 4.4799e-08 |
SH1 |
(75,100,75) |
MSE |
0.17638 1.9162e-10 |
0.13235 1.8189e-07 |
0.1747 8.7569e-12 |
0.15697 3.2494e-08 |
SH1 |
(25,100,25) |
MSE |
0.19069 2.4633e-08 |
0.11492 3.6099e-07 |
0.17653 2.3519e-10 |
0.1392 1.2816e-07 |
SH1 |
(25,25,50) |
MSE |
0.23891 4.0841e-07 |
0.12393 2.6079e-07 |
0.1901 2.2813e-08 |
0.15131 5.611e-08 |
SH1 |
(50,50,75) |
MSE |
0.16162 1.7909e-08 |
0.1557 3.7239e-08 |
0.17367 1.7809e-10 |
0.16523 9.5422e-09 |
SH1 |
(75,75,100) |
MSE |
0.15119 5.6692e-08 |
0.13748 1.408e-07 |
0.17433 4.4538e-11 |
0.16805 4.8245e-09 |
SH1 |
R= 0.16667,=1.5, =1.5, =1.5and q=10000 |
Method n,m,w
|
|
Mle |
Mom |
SH1 |
SH2 |
Best |
(25,25,25) |
MSE |
0.15676 9.82e-09 |
0.18541 3.5124e-08 |
0.16392 7.5502e-10 |
0.17445 6.0599e-09 |
SH1 |
(50,50,50) |
MSE |
0.1404 6.8985e-08 |
0.21087 1.9543e-07 |
0.16415 6.3217e-10 |
0.18916 5.0602e-08 |
SH1 |
(75,75,75) |
MSE |
0.1454 4.3016e-08 |
0.17792 1.2655e-08 |
0.16618 2.3994e-11 |
0.17245 3.3414e-09 |
SH1 |
(100,100,100) |
MSE |
0.17169 2.522e-09 |
0.16521 2.1217e-10 |
0.1667 1.3565e-13 |
0.16773 1.1396e-10 |
SH1 |
(50,25,25) |
MSE |
0.12897 1.4211e-07 |
0.29976 1.7713e-06 |
0.15687 9.5912e-09 |
0.23538 4.7217e-07 |
SH1 |
(75,25,25) |
MSE |
0.1175 2.4171e-07 |
0.20579 1.5307e-07 |
0.14959 2.9154e-08 |
0.18288 2.6288e-08 |
SH1 |
(100,25,25) |
MSE |
0.16667 3.7084e-08 |
0.14741 4.9826e-07 |
0.23725 4.7221e-09 |
0.21319 2.1646e-07 |
SH1 |
(25,50,25) |
MSE |
0.18239 2.4725e-08 |
0.12568 1.6795e-07 |
0.17596 8.6408e-09 |
0.14649 4.072e-08 |
SH1 |
(50,75,50) |
MSE |
0.16269 1.5778e-09 |
0.15295 1.8804e-08 |
0.1671 1.907e-11 |
0.15776 7.9395e-09 |
SH1 |
(75,100,75) |
MSE |
0.13608 9.3539e-08 |
0.20373 1.374e-07 |
0.1662 2.1631e-11 |
0.18712 4.1833e-08 |
SH1 |
(25,100,25) |
MSE |
0.16371 8.7604e-10 |
0.2123 2.0823e-07 |
0.1644 5.1378e-10 |
0.19272 6.7874e-08 |
SH1 |
(25,25,50) |
MSE |
0.13021 1.3291e-07 |
0.22961 3.9616e-07 |
0.15341 1.7581e-08 |
0.2007 1.1581e-07 |
SH1 |
(50,50,75) |
MSE |
0.1759 8.5328e-09 |
0.13769 8.3974e-08 |
0.16607 3.5792e-11 |
0.14916 3.0655e-08 |
SH1 |
(75,75,100) |
MSE |
0.15083 2.5079e-08 |
0.18493 3.3366e-08 |
0.1664 7.1447e-12 |
0.17714 1.0978e-08 |
SH1 |
R= 0.1,=1.5, =3.5, =2.5and q=10000 |
Method n,m,w
|
|
Mle |
Mom |
SH1 |
SH2 |
Best |
(25,25,25) |
MSE |
0.1439 1.9272e-07 |
0.18133 6.6146e-07 |
0.11091 1.1897e-08 |
0.17023 4.9322e-07 |
SH1 |
(50,50,50) |
MSE |
0.13639 1.3241e-07 |
0.14832 2.3344e-07 |
0.10279 7.8026e-10 |
0.1621 3.8563e-07 |
SH1 |
(75,75,75) |
MSE |
0.10428 1.8297e-09 |
0.20421 1.0859e-06 |
0.099843 2.4697e-12 |
0.18633 7.4528e-07 |
SH1 |
(100,100,100) |
MSE |
0.10724 5.2398e-09 |
0.18486 7.2017e-07 |
0.099781 4.8049e-12 |
0.18265 6.8303e-07 |
SH1 |
(50,25,25) |
MSE |
0.11243 1.5447e-08 |
0.18481 7.1931e-07 |
0.10198 3.9077e-10 |
0.17709 5.9426e-07 |
SH1 |
(75,25,25) |
MSE |
0.11521 2.3139e-08 |
0.17945 6.3123e-07 |
0.10323 1.0435e-09 |
0.17097 5.0368e-07 |
SH1 |
(100,25,25) |
MSE |
0.10514 2.6379e-09 |
0.16091 3.7101e-07 |
0.10201 4.033e-10 |
0.16608 4.3671e-07 |
SH1 |
(25,50,25) |
MSE |
0.10903 8.1614e-09 |
0.18471 7.1758e-07 |
0.10377 1.42e-09 |
0.19206 8.4754e-07 |
SH1 |
(50,75,50) |
MSE |
0.1112 1.2543e-08 |
0.21963 1.4312e-06 |
0.10171 2.9161e-10 |
0.19207 8.4765e-07 |
SH1 |
(75,100,75) |
MSE |
0.10183 3.3388e-10 |
0.21353 1.289e-06 |
0.099982 3.1663e-14 |
0.18867 7.8616e-07 |
SH1 |
(25,100,25) |
MSE |
0.12711 7.3519e-08 |
0.19176 8.4195e-07 |
0.11079 1.1645e-08 |
0.17787 6.063e-07 |
SH1 |
(25,25,50) |
MSE |
0.12573 6.6195e-08 |
0.19876 9.7531e-07 |
0.10639 4.0889e-09 |
0.18526 7.2684e-07 |
SH1 |
(50,50,75) |
MSE |
0.11281 1.6403e-08 |
0.1895 8.0111e-07 |
0.10081 6.6176e-11 |
0.18458 7.1541e-07 |
SH1 |
(75,75,100) |
MSE |
0.13862 1.4917e-07 |
0.15759 3.317e-07 |
0.10038 1.4333e-11 |
0.16339 4.0187e-07 |
SH1 |
R= 0.11667,=3.5, =2.5, =1.5and q=10000 |
Method n,m,w
|
|
Mle |
Mom |
SH1 |
SH2 |
Best |
(25,25,25) |
MSE |
0.11541 1.5718e-10 |
0.25489 1.9104e-06 |
0.11629 1.4074e-11 |
0.21104 8.9072e-07 |
SH1 |
(50,50,50) |
MSE |
0.13119 2.1082e-08 |
0.22845 1.2496e-06 |
0.11754 7.7031e-11 |
0.20084 7.0857e-07 |
SH1 |
(75,75,75) |
MSE |
0.10116 2.4034e-08 |
0.25097 1.8038e-06 |
0.116 4.4505e-11 |
0.21287 9.256e-07 |
SH1 |
(100,100,100) |
MSE |
0.11467 3.9876e-10 |
0.21453 9.5781e-07 |
0.1164 7.0629e-12 |
0.19455 6.0656e-07 |
SH1 |
(50,25,25) |
MSE |
0.12773 1.2229e-08 |
0.22401 1.1522e-06 |
0.11957 8.4428e-10 |
0.19822 6.6501e-07 |
SH1 |
(75,25,25) |
MSE |
0.14116 5.9999e-08 |
0.18953 5.3089e-07 |
0.12366 4.8937e-09 |
0.18391 4.522e-07 |
SH1 |
(100,25,25) |
MSE |
0.13117 2.1028e-08 |
0.20523 7.8439e-07 |
0.12032 1.334e-09 |
0.19259 5.7639e-07 |
SH1 |
(25,50,25) |
MSE |
0.11238 1.8361e-09 |
0.18634 4.855e-07 |
0.11584 6.8685e-11 |
0.17234 3.0991e-07 |
SH1 |
(50,75,50) |
MSE |
0.12615 8.9875e-09 |
0.2232 1.1349e-06 |
0.11812 2.1166e-10 |
0.19613 6.3138e-07 |
SH1 |
(75,100,75) |
MSE |
0.11136 2.8167e-09 |
0.23389 1.3742e-06 |
0.11633 1.1273e-11 |
0.20431 7.682e-07 |
SH1 |
(25,100,25) |
MSE |
0.13305 2.6836e-08 |
0.20444 7.7047e-07 |
0.1194 7.4595e-10 |
0.18279 4.3717e-07 |
SH1 |
(25,25,50) |
MSE |
0.13803 4.5657e-08 |
0.15661 1.5957e-07 |
0.11943 7.6543e-10 |
0.16303 2.1493e-07 |
SH1 |
(50,50,75) |
MSE |
0.12893 1.5035e-08 |
0.22632 1.2024e-06 |
0.117 1.1364e-11 |
0.19254 5.7566e-07 |
SH1 |
(75,75,100) |
MSE |
0.13302 2.6751e-08 |
0.19233 5.7249e-07 |
0.11656 1.0731e-12 |
0.18769 5.0448e-07 |
SH1 |
R= 0.23333,=3.5, =1.5, =2.5and q=10000 |
Method n,m,w
|
|
Mle |
Mom |
SH1 |
SH2 |
Best |
(25,25,25) |
MSE |
0.21429 3.6267e-08 |
0.13464 9.7408e-07 |
0.22908 1.8092e-09 |
0.15108 6.7651e-07 |
SH1 |
(50,50,50) |
MSE |
0.19785 1.2591e-07 |
0.11743 1.3433e-06 |
0.2306 7.4572e-10 |
0.13693 9.2927e-07 |
SH1 |
(75,75,75) |
MSE |
0.21823 2.2806e-08 |
0.10601 1.6212e-06 |
0.23325 6.592e-13 |
0.13887 8.9235e-07 |
SH1 |
(100,100,100) |
MSE |
0.21461 3.5065e-08 |
0.12208 1.2378e-06 |
0.23348 2.1933e-12 |
0.15091 6.7935e-07 |
SH1 |
(50,25,25) |
MSE |
0.2452 1.4077e-08 |
0.11016 1.5172e-06 |
0.23601 7.1686e-10 |
0.14458 7.8772e-07 |
SH1 |
(75,25,25) |
MSE |
0.17944 2.9049e-07 |
0.14782 7.3125e-07 |
0.2162 2.9371e-08 |
0.1579 5.6829e-07 |
SH1 |
(100,25,25) |
MSE |
0.26793 1.1967e-07 |
0.10931 1.5382e-06 |
0.24479 1.3124e-08 |
0.14556 7.705e-07 |
SH1 |
(25,50,25) |
MSE |
0.18239 2.595e-07 |
0.10106 1.7496e-06 |
0.22039 1.6755e-08 |
0.13968 8.7702e-07 |
SH1 |
(50,75,50) |
MSE |
0.22786 2.9949e-09 |
0.10771 1.5781e-06 |
0.23371 1.3946e-11 |
0.13791 9.106e-07 |
SH1 |
(75,100,75)
|
MSE |
0.24163 6.878e-09 |
0.10018 1.7731e-06 |
0.23389 3.0849e-11 |
0.13539 9.5927e-07 |
SH1 |
(25,100,25)
|
MSE |
0.188 2.0554e-07 |
0.13646 9.3851e-07 |
0.22451 7.7868e-09 |
0.15624 5.943e-07 |
SH1 |
(25,25,50) |
MSE |
0.29333 3.6e-07 |
0.10743 1.5852e-06 |
0.24206 7.6197e-09 |
0.14321 8.1225e-07 |
SH1 |
(50,50,75) |
MSE |
0.18978 1.8966e-07 |
0.14026 8.6626e-07 |
0.23203 1.6882e-10 |
0.1577 5.7203e-07 |
SH1 |
(75,75,100) |
MSE |
0.22703 3.9738e-09 |
0.10696 1.597e-06 |
0.23361 7.6452e-12 |
0.13775 9.1362e-07 |
SH1 |
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