else | ||||
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One of the most often used data science techniques in business, finance, supply chain management, production, and inventory planning is time-series forecasting. Due to the dearth of studies in the literature that propose unique weights and structure (WASD) based models for regression issues, the goal of this research is to examine the creation of such a model for time-series forecasting. Given that WASD neural networks have been shown to overcome limitations of traditional back-propagation neural networks, including slow training speed and local minima, a multi-function activated WASD for time-series (MWASDT) model that uses numerous activation functions, a new auto cross-validation method and a new prediction mechanism are proposed. The MWASDT model was used in forecasting the gross domestic product (GDP) for numerous nations to show off its exceptional capacity for learning and predicting. Compared to previous WASD-based models for time-series forecasting and traditional machine learning models that MATLAB has to offer, the new model has produced noticeably better forecasting results, especially on unseen data.
Citation: Spyridon D. Mourtas, Emmanouil Drakonakis, Zacharias Bragoudakis. Forecasting the gross domestic product using a weight direct determination neural network[J]. AIMS Mathematics, 2023, 8(10): 24254-24273. doi: 10.3934/math.20231237
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One of the most often used data science techniques in business, finance, supply chain management, production, and inventory planning is time-series forecasting. Due to the dearth of studies in the literature that propose unique weights and structure (WASD) based models for regression issues, the goal of this research is to examine the creation of such a model for time-series forecasting. Given that WASD neural networks have been shown to overcome limitations of traditional back-propagation neural networks, including slow training speed and local minima, a multi-function activated WASD for time-series (MWASDT) model that uses numerous activation functions, a new auto cross-validation method and a new prediction mechanism are proposed. The MWASDT model was used in forecasting the gross domestic product (GDP) for numerous nations to show off its exceptional capacity for learning and predicting. Compared to previous WASD-based models for time-series forecasting and traditional machine learning models that MATLAB has to offer, the new model has produced noticeably better forecasting results, especially on unseen data.
The study of nonlinear systems of singular initial value problems has recently attracted many mathematicians and physicists [1,2,3,4,5,6,7,8,9,10,11,12]. One of the systems in this category is the following Lane-Emden system of the form:
d2ω1(τ)dτ2+δ1τdω1(τ)dτ+ℏ1(ω1(τ),ω2(τ))=ℵ1(τ), | (1) |
d2ω1(τ)dτ2+δ1τdω1(τ)dτ+ℏ1(ω1(τ),ω2(τ))=ℵ1(τ), |
subject to
ω1(0)=ε1,ω'1(0)=0, | (2) |
ω2(0)=ϑ1,ω'2(0)=0, |
where
Recently, modeling a variety of physical and chemical phenomena, including chemical reactions, population evolution, and pattern formation leads to the system of Lane-Emden equations [7]. Therefore, numerous approaches have been proposed for the solutions of scalar and system of Lane-Emden equations [1,2,10,11,12,12,13,14,15,17,18,42,43,44,45,46,47].
Spline methods employing piecewise polynomial functions have been demonstrated to be convenient methods for obtaining numerical solutions to many challenging models in science, engineering, and mathematics due to their simplicity of implementation and efficiency [29,30,31,32,33,34]. One of the well-known spline methods is the so-called B-spline (the "B" stands for basis) functions, which were first proposed by Schoenberg in 1946. The B-spline functions [35,36] have recently been a valuable tool in numerical computation, approximation theory, and image processing as they have various useful properties such as numerical stability of computations, local effects of coefficient changes, and built-in smoothness between neighboring polynomial pieces. The degrees of B-spline and the collocation points are the main factors that play a significant role in the execution of the technique and affect the outcomes to be achieved up to a required level of accuracy.
One of the most efficient and versatile techniques for obtaining approximate solutions is the cubic B-spline method (CBSM). The CBSM is a third-order piecewise polynomial constructed from a combination of recursive formulas referred to as the cubic B-spline basis. The derivation of the B-spline basis and the construction of the B-spline function are thoroughly discussed in [37,38]. In recent years, the CBSM has been successfully applied to various mathematical problems [39]. This demonstrates the effectiveness and usefulness of spline approaches through their numerous successful implementations. Therefore, this paper investigates the approximate solution of systems of the Lane-Emden equations using the CBSM.
This paper is organized as follows, in the next section, we present the basic preliminaries of the method. A short summary of cubic B-Spline method is presented in Section 3. We show the convergence analysis in Section 4. Finally, we present some numerical examples in Section 5.
In this section, we introduce some basic facts regarding cubic B-spline approximation. Assume that the interval
τi=α+iΛ,i=0,⋯,k, |
where
Λ=(β−α)/k. |
The linear space of the cubic spline over the given partition is
M3(I)={μ(τ)∈C2(I):μ(τ)|Ii∈P3,i=0,...,k−1}, |
where
−Γ=[α−3Λ,β+3Λ] |
with the equidistant knots
τi=α+iΛ,i=−3,...,k+3. |
The cubic B-spline function
Ki(τ),i=−1,...,k+1, |
is given by [40]
Ki(τ)={(τ−τi)36Λ3,τ∈[τi,τi+1],(τ−τi)36Λ3−2(τ−τi+1)33Λ3,τ∈[τi+1,τi+2],(τi+4−τ)36Λ3−2(τi+3−τ)33Λ3,τ∈[τi+2,τi+3],(τi+4−τ)36Λ3,τ∈[τi+3,τi+4],0,else. |
The
else | ||||
0 | ||||
0 | ||||
0 |
For a sufficiently smooth function
μ(τi)=ρ(τi),i=0,...,k, |
and
μ'(α)=ρ'(α), |
such that
μ(τ)=k+1∑i=−1λiKi(τ), | (3) |
where
Using (3), we get
μ(τj)=k+1∑i=−1λiKi(τj)=λj−1+4λj+λj+16, | (4) |
μ'(τj)=k+1∑i=−1λiK'i(τj)=λj+1−λj−12Λ, | (5) |
μ''(τj)=k+1∑i=−1λiK''i(τj)=λj−1−2λj+λj+1Λ2. | (6) |
Equations (4)–(6) are the most important relations in deriving the CBSM.
In this section, we present the cubic B-spline method for (1) and (2). Let
μ1(τ)=k+1∑i=−1λiKi(τ) |
and
μ2(τ)=k+1∑i=−1ηiKi(τ) |
denote the approximate solutions of system (1) and (2) of
{(1+δ1)d2ω1(τ)dτ2+ℏ1(ω1(τ),ω2(τ))=ℵ1(τ),(1+δ2)d2ω2(τ)dτ2+ℏ2(ω1(τ),ω2(τ))=ℵ2(τ),forτ=0,{d2ω1(τ)dτ2+δ1τdω1(τ)dτ+ℏ1(ω1(τ),ω2(τ))=ℵ1(τ),d2ω2(τ)dτ2+δ2τdω2(τ)dτ+ℏ2(ω1(τ),ω2(τ))=ℵ2(τ),forτ≠0. | (7) |
By discretizing (7), we get
{(1+δ1)d2ω1(τ0)dτ2+ℏ1(ω1(τ0),ω2(τ0))=ℵ1(τ0),(1+δ2)d2ω2(τ0)dτ2+ℏ2(ω1(τ0),ω2(τ0))=ℵ2(τ0),{d2ω1(τj)dτ2+δ1τjdω1(τj)dτ+ℏ1(ω1(τj),ω2(τj))=ℵ1(τj),d2ω2(τj)dτ2+δ2τjdω2(τj)dτ+ℏ2(ω1(τj),ω2(τj))=ℵ2(τj), | (8) |
where
{(1+δ1)(λ−1−2λ0+λ1Λ2)+ℏ1(ε1,ϑ1)=ℵ1(τ0),(1+δ2)(η−1−2η0+η1Λ2)+ℏ2(ε1,ϑ1)=ℵ2(τ0), |
{(λi−1−2λi+λi+1Λ2)+δ1τj(λj+1−λj−12Λ)+ℏ1(λi−1+4λi+λi+16,ηi−1+4ηi+ηi+16)=ℵ1(τj),j=1,⋯,k,(ηi−1−2ηi+ηi+1Λ2)+δ2τj(ηj+1−ηj−12Λ)+ℏ2(λi−1+4λi+λi+16,ηi−1+4ηi+ηi+16)=ℵ2(τj),j=1,⋯,k. | (9) |
The initial conditions (2) as well provide the following four equations
ω1(0)=ε1=λ−1+4λ0+λ16, | (10) |
ω'1(0)=0=λ1−λ−12Λ, | (11) |
ω2(0)=ϑ1=η−1+4η0+η16, | (12) |
ω''2(0)=0=η1−η−12Λ. | (13) |
Equations (9)–(13) give us
μ1(τ)=k+1∑i=−1λiKi(τ) |
and
μ2(τ)=k+1∑i=−1ηiKi(τ). |
In this section, we analyze the convergence for the proposed method. For this purpose, we assume
Λ[μ'j(τi−1)+4μ'j(τi)+μ'j(τi+1)]=3[ωj(τi+1)−ωj(τi−1)], | (14) |
Λ2μ''j(τi)=6[μj(τi+1)−μj(τi)]−2Λ[2μ'j(τi)+μ'j(τi+1)], | (15) |
Λ6(E−1+4+E)μ'j(τi)=12(E−E−1)ωj(τi), | (16) |
eΛD+e−ΛD=2∞∑k=0(ΛD)2k(2k)!,eΛD−e−ΛD=2∞∑k=0(ΛD)2k+1(2k+1)!. | (17) |
Therefore, using (17), (16) can be expressed as
(1+13∞∑k=1(ΛD)2k(2k)!)μ'j(τi)=(∞∑k=0(ΛD)2k+1(2k+1)!)ωj(τi). | (18) |
Simplifying (18) gives
μ'j(τi)=(∞∑k=0(ΛD)2k+1(2k+1)!)(1+13∞∑k=1(ΛD)2k(2k)!)−1ωj(τi) = (D+Λ2D33!+Λ4D55!+⋯)(1−(Λ2D26+Λ4D472+⋯)+(Λ2D26+Λ4D472+⋯)2+⋯)ωj(τi)=D(1−Λ4D4180+Λ6D61512−⋯)ωj(τi). | (19) |
Therefore,
μ'j(τi)=ω'j(τi)−Λ4180ω(5)j(τi)+⋯. | (20) |
Similarly, (15) gives
μ''j(τi)=ω''j(τi)−112Λ2ω(4)j(τi)+1360Λ4ω(6)j(τi)+O(Λ6), | (21) |
At this point, the error functions
e1(τi)=ℵ1(τj)−d2ω1(τj)dτ2−δ1τjdω1(τj)dτ−ℏ1(ω1(τj),ω2(τj))=d2μ1(τj)dτ2+δ1τjdμ1(τj)dτ+ℏ1(μ1(τj),μ2(τj))−d2ω1(τj)dτ2−δ1τjdω1(τj)dτ−ℏ1(ω1(τj),ω2(τj))=[d2μ1(τj)dτ2−d2ω1(τj)dτ2]+δ1τj[dμ1(τj)dτ−dω1(τj)dτ],e2(τi)=ℵ2(τj)−d2ω2(τj)dτ2−δ2τjdω2(τj)dτ−ℏ2(ω1(τj),ω2(τj))=d2μ2(τj)dτ2+δ2τjdμ2(τj)dτ+ℏ2(μ1(τj),μ2(τj))−d2ω2(τj)dτ2−δ2τjdω2(τj)dτ−ℏ2(ω1(τj),ω2(τj))=[d2μ2(τj)dτ2−d2ω2(τj)dτ2]+δ2τj[dμ2(τj)dτ−dω2(τj)dτ], | (22) |
where
‖e1(τi)‖∞=O(Λ2), |
‖e2(τi)‖∞=O(Λ2). | (23) |
For i = 0, we get
e1(τ0)=ℵ1(τ0)−(1+δ1)d2ω1(τ0)dτ2−ℏ1(ω1(τ0),ω2(τ0))=(1+δ1)d2μ1(τ0)dτ2+ℏ1(μ1(τ0),μ2(τ0))−(1+δ1)d2ω1(τ0)dτ2−ℏ1(ω1(τ0),ω2(τ0)=(1+δ1)[d2μ1(τ0)dτ2−d2ω1(τ0)dτ2],e2(τ0)=ℵ2(τ0)−(1+δ2)d2ω2(τ0)dτ2−ℏ2(ω1(τ0),ω2(τ0))=(1+δ2)d2ω2(τ0)dτ2+ℏ2(μ1(τ0),μ2(τ0))−(1+δ2)d2ω2(τ0)dτ2−ℏ1(ω1(τ0),ω2(τ0)=(1+δ2)[d2ω2(τ0)dτ2−d2ω2(τ0)dτ2]. | (24) |
Using (21) in (24), we have
‖e1(τ0)‖∞=O(Λ2),‖e2(τ0)‖∞=O(Λ2). | (25) |
Therefore, from (23) and (25), the truncation error for the considered system is
In this section, we present the numerical solution to (1) and (2) using the cubic B-spline technique. Several problems are examined to prove the accuracy and efficiency of the proposed method using the absolute errors between the approximate solutions and the exact solutions (
Problem 1. Consider the following system [24]
d2ω1(τ)dτ2+3τdω1(τ)dτ−4(ω1(τ)+ω2(τ))=0,d2ω2(τ)dτ2+2τdω2(τ)dτ+3(ω1(τ)+ω2(τ))=0, | (26) |
subject to
ω1(0)=1,ω'1(0)=0,ω2(0)=1,ω'2(0)=0, | (27) |
where the exact solutions are
1 | ||||||
1.01 | 0.99 | 0.99 | ||||
1.04 | 0.96 | 0.96 | ||||
1.09 | 0.91 | 0.91 | ||||
1.16 | 1.16 | 0.84 | 0.84 | |||
1.25 | 1.25 | 0.75 | 0.75 | |||
1.36 | 1.36 | 0.64 | 0.64 | |||
1.49 | 1.49 | 0.51 | 0.51 | |||
1.61 | 1.61 | 0.36 | 0.36 | |||
1.81 | 1.81 | 0.19 | 0.19 | |||
2 | 2 | 0 | 5.64363 |
Problem 2. Consider the following system [27]
ω''1(τ)+2τω'1(τ)−(4τ2+6)ω1(τ)+ω2(τ)=τ4−τ3,ω''2(τ)+8τω'2(τ)+ω1(τ)+τω2(τ)=eτ2+τ5−τ4+44τ2−30τ, | (28) |
subject to
ω1(0)=1,ω'1(0)=0,ω2(0)=0,ω'2(0)=0, | (29) |
where the exact solutions are
ω1(τ)=eτ2 |
and
ω2(τ)=τ4−τ3. |
The obtained numerical and exact solutions, with different values of
1.09417 | |||||
1.17351 | 1.17389 | ||||
1.28403 | 1.2847 | ||||
1.43333 | 1.43446 | ||||
1.63232 | 1.63419 | ||||
1.89648 | 1.89952 | ||||
2.24791 | 2.25281 | ||||
2.71828 | 2.72617 |
0.0 | 0 | 0 | 0 | ||
0.1 | |||||
0.2 | |||||
-0.0189 | |||||
-0.0384 | |||||
-0.0625 | |||||
-0.0864 | |||||
-0.1029 | |||||
-0.1024 | |||||
-0.0729 | |||||
0 |
CBSM |
||
CBSM |
||
[27] (N=5) | ||
[27] (N=6) |
Problem 3. Consider the following system [24,41]
ω''1(τ)+5τω'1(τ)+8(eω1(τ)+2e−ω2(τ)2)=0,ω''2(τ)+3τω'2(τ)−8(eω1(τ)2+e−ω2(τ))=0, | (30) |
subject to
ω1(0)=1−2ln(2),ω'1(0)=0,ω2(0)=1+2ln(2),ω'2(0)=0, | (31) |
where the exact solutions are
ω1(τ)=1−2ln(τ2+2) |
and
ω2(τ)=1+2ln(τ2+2). |
We depicted our numerical and exact solutions with different values of
2.38629 | 2.38629 | 2.38629 | |||
2.39627 | 2.39625 | 2.39627 | |||
2.4259 | 2.42587 | 2.42599 | |||
2.47433 | 2.47427 | 2.47433 | |||
2.54022 | 2.54014 | 2.54022 | |||
2.62186 | 2.62176 | 2.62186 | |||
2.71732 | 2.71721 | 2.71732 | |||
2.82457 | 2.82445 | 2.82456 | |||
2.94156 | 2.94145 | 2.94156 | |||
3.06637 | 3.06628 | 3.06637 | |||
3.19722 | 3.19716 | 3.19722 |
CBSM |
||
CBSM |
||
[41] (j=3) | ||
[41] (j=4) |
Problem 4. Consider the following system of LEE [24,27,40,41]
ω''1(τ)+1τω'1(τ)−ω32(τ)(ω21+1)=0,ω''2(τ)+3τω'2(τ)+ω52(τ)(ω21+3)=0, | (32) |
subject to
ω1(0)=1,ω'1(0)=0,ω2(0)=1,ω'2(0)=0, | (33) |
where the exact solutions are
ω1(τ)=√1+τ2 |
and
ω2(τ)=1√1+τ2. |
The achieved numerical results with
1 | 1 | 0 | 1 | 0 | |
1.004988 | 1.004978 | 1.004987 | |||
1.019804 | 1.019776 | 1.019804 | |||
1.044031 | 1.043979 | 1.04403 | |||
1.077033 | 1.076957 | 1.077032 | |||
1.118034 | 1.117936 | 1.118033 | |||
1.16619 | 1.166076 | 1.166189 | |||
1.220656 | 1.220531 | 1.220654 | |||
1.280625 | 1.280495 | 1.280624 | |||
1.345362 | 1.34523 | 1.345361 | |||
1.414214 | 1.414079 | 1.414212 |
1 | 1 | 0 | 1 | ||
0.995037 | 0.995059 | 0.995037 | |||
0.980581 | 0.980623 | 0.980581 | |||
0.957826 | 0.957887 | 0.957827 | |||
0.928477 | 0.928545 | 0.928477 | |||
0.894427 | 0.894487 | 0.894428 | |||
0.857493 | 0.857525 | 0.857493 | |||
0.819232 | 0.819223 | 0.819232 | |||
0.780869 | 0.780811 | 0.780868 | |||
0.743294 | 0.743188 | 0.743293 | |||
0.707107 | 0.706957 | 0.707105 |
CBSM |
||
CBSM |
||
[27] (N=4) | ||
[27] (N=5) | ||
[40] (n=4) | ||
[41] (j=3) | ||
[41] (j=4) |
Problem 5. Consider the following system of LEE [24,40]
ω''1+8τω'1(τ)+(18ω1(τ)−4ω1(τ)lnω2(τ))=0,ω''2(τ)+4τω'2(τ)+(4ω2(τ)lnω1(τ)−10ω2(τ))=0, | (34) |
subject to
ω1(0)=1,ω'1(0)=0,ω2(0)=1,ω'2(0)=0, | (35) |
where the exact solutions are
Figure 4 represents the plot of our numerical and exact solutions for Problem 5 with different values of
1 | 1 | 0 | 1 | 0 | |
0.99005 | 0.990073 | 0.99005 | |||
0.960789 | 0.960817 | 0.96079 | |||
0.913931 | 0.913979 | 0.913932 | |||
0.852144 | 0.85221 | 0.852144 | |||
0.778801 | 0.778879 | 0.778802 | |||
0.697676 | 0.697756 | 0.697677 | |||
0.612626 | 0.612695 | 0.612627 | |||
0.527292 | 0.527337 | 0.527293 | |||
0.444858 | 0.444871 | 0.444858 | |||
0.367879 | 0.367856 | 0.367879 |
1 | 1 | 0 | 1 | 0 | |
1.01005 | 1.010078 | 1.01005 | |||
1.040811 | 1.040871 | 1.040811 | |||
1.094174 | 1.094299 | 1.094175 | |||
1.173511 | 1.173751 | 1.173513 | |||
1.284025 | 1.284458 | 1.284029 | |||
1.433329 | 1.434077 | 1.433337 | |||
1.632316 | 1.633578 | 1.632328 | |||
1.896481 | 1.898582 | 1.896501 | |||
2.247908 | 2.251381 | 2.247942 | |||
2.718282 | 2.724006 | 2.718338 |
CBSM |
||
CBSM |
||
[40] (n=4) | ||
[41] (j=3) | ||
[41] (j=4) |
The system of Lane-Emden type equations describes a variety of phenomena in theoretical physics, star structure, and astrophysics. In this study, we introduce and examine the use of the cubic B-spline method for studying the solution of singular and nonlinear systems of Lane-Emden equations. To address the singularity that occurs at τ = 0, we use L'Hôpital's rule. We also evaluate the accuracy and validity of the proposed technique, demonstrating its success in solving the considered system. The presented test problems have shown the simplicity and applicability of the proposed method. We provide tabular and graphical representations to confirm its effectiveness, observing that our numerical solutions are in good agreement with the exact solutions. It is observed that our numerical solutions are in good agreement with the exact ones. Furthermore, we show that by decreasing the mesh size, the numerical results converge to the analytical solution, which confirms the convergence of the algorithm. It is noteworthy that the CPU time of the proposed method for each evaluated problem is under 1 second.
The authors express their gratitude to the dear referees, who wish to remain anonymous and the editor for their helpful suggestions, which improved the final version of this paper.
The authors declare no conflicts of interest.
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else | ||||
0 | ||||
0 | ||||
0 |
1 | ||||||
1.01 | 0.99 | 0.99 | ||||
1.04 | 0.96 | 0.96 | ||||
1.09 | 0.91 | 0.91 | ||||
1.16 | 1.16 | 0.84 | 0.84 | |||
1.25 | 1.25 | 0.75 | 0.75 | |||
1.36 | 1.36 | 0.64 | 0.64 | |||
1.49 | 1.49 | 0.51 | 0.51 | |||
1.61 | 1.61 | 0.36 | 0.36 | |||
1.81 | 1.81 | 0.19 | 0.19 | |||
2 | 2 | 0 | 5.64363 |
1.09417 | |||||
1.17351 | 1.17389 | ||||
1.28403 | 1.2847 | ||||
1.43333 | 1.43446 | ||||
1.63232 | 1.63419 | ||||
1.89648 | 1.89952 | ||||
2.24791 | 2.25281 | ||||
2.71828 | 2.72617 |
0.0 | 0 | 0 | 0 | ||
0.1 | |||||
0.2 | |||||
-0.0189 | |||||
-0.0384 | |||||
-0.0625 | |||||
-0.0864 | |||||
-0.1029 | |||||
-0.1024 | |||||
-0.0729 | |||||
0 |
CBSM |
||
CBSM |
||
[27] (N=5) | ||
[27] (N=6) |
2.38629 | 2.38629 | 2.38629 | |||
2.39627 | 2.39625 | 2.39627 | |||
2.4259 | 2.42587 | 2.42599 | |||
2.47433 | 2.47427 | 2.47433 | |||
2.54022 | 2.54014 | 2.54022 | |||
2.62186 | 2.62176 | 2.62186 | |||
2.71732 | 2.71721 | 2.71732 | |||
2.82457 | 2.82445 | 2.82456 | |||
2.94156 | 2.94145 | 2.94156 | |||
3.06637 | 3.06628 | 3.06637 | |||
3.19722 | 3.19716 | 3.19722 |
CBSM |
||
CBSM |
||
[41] (j=3) | ||
[41] (j=4) |
1 | 1 | 0 | 1 | 0 | |
1.004988 | 1.004978 | 1.004987 | |||
1.019804 | 1.019776 | 1.019804 | |||
1.044031 | 1.043979 | 1.04403 | |||
1.077033 | 1.076957 | 1.077032 | |||
1.118034 | 1.117936 | 1.118033 | |||
1.16619 | 1.166076 | 1.166189 | |||
1.220656 | 1.220531 | 1.220654 | |||
1.280625 | 1.280495 | 1.280624 | |||
1.345362 | 1.34523 | 1.345361 | |||
1.414214 | 1.414079 | 1.414212 |
1 | 1 | 0 | 1 | ||
0.995037 | 0.995059 | 0.995037 | |||
0.980581 | 0.980623 | 0.980581 | |||
0.957826 | 0.957887 | 0.957827 | |||
0.928477 | 0.928545 | 0.928477 | |||
0.894427 | 0.894487 | 0.894428 | |||
0.857493 | 0.857525 | 0.857493 | |||
0.819232 | 0.819223 | 0.819232 | |||
0.780869 | 0.780811 | 0.780868 | |||
0.743294 | 0.743188 | 0.743293 | |||
0.707107 | 0.706957 | 0.707105 |
CBSM |
||
CBSM |
||
[27] (N=4) | ||
[27] (N=5) | ||
[40] (n=4) | ||
[41] (j=3) | ||
[41] (j=4) |
1 | 1 | 0 | 1 | 0 | |
0.99005 | 0.990073 | 0.99005 | |||
0.960789 | 0.960817 | 0.96079 | |||
0.913931 | 0.913979 | 0.913932 | |||
0.852144 | 0.85221 | 0.852144 | |||
0.778801 | 0.778879 | 0.778802 | |||
0.697676 | 0.697756 | 0.697677 | |||
0.612626 | 0.612695 | 0.612627 | |||
0.527292 | 0.527337 | 0.527293 | |||
0.444858 | 0.444871 | 0.444858 | |||
0.367879 | 0.367856 | 0.367879 |
1 | 1 | 0 | 1 | 0 | |
1.01005 | 1.010078 | 1.01005 | |||
1.040811 | 1.040871 | 1.040811 | |||
1.094174 | 1.094299 | 1.094175 | |||
1.173511 | 1.173751 | 1.173513 | |||
1.284025 | 1.284458 | 1.284029 | |||
1.433329 | 1.434077 | 1.433337 | |||
1.632316 | 1.633578 | 1.632328 | |||
1.896481 | 1.898582 | 1.896501 | |||
2.247908 | 2.251381 | 2.247942 | |||
2.718282 | 2.724006 | 2.718338 |
CBSM |
||
CBSM |
||
[40] (n=4) | ||
[41] (j=3) | ||
[41] (j=4) |
else | ||||
0 | ||||
0 | ||||
0 |
1 | ||||||
1.01 | 0.99 | 0.99 | ||||
1.04 | 0.96 | 0.96 | ||||
1.09 | 0.91 | 0.91 | ||||
1.16 | 1.16 | 0.84 | 0.84 | |||
1.25 | 1.25 | 0.75 | 0.75 | |||
1.36 | 1.36 | 0.64 | 0.64 | |||
1.49 | 1.49 | 0.51 | 0.51 | |||
1.61 | 1.61 | 0.36 | 0.36 | |||
1.81 | 1.81 | 0.19 | 0.19 | |||
2 | 2 | 0 | 5.64363 |
1.09417 | |||||
1.17351 | 1.17389 | ||||
1.28403 | 1.2847 | ||||
1.43333 | 1.43446 | ||||
1.63232 | 1.63419 | ||||
1.89648 | 1.89952 | ||||
2.24791 | 2.25281 | ||||
2.71828 | 2.72617 |
0.0 | 0 | 0 | 0 | ||
0.1 | |||||
0.2 | |||||
-0.0189 | |||||
-0.0384 | |||||
-0.0625 | |||||
-0.0864 | |||||
-0.1029 | |||||
-0.1024 | |||||
-0.0729 | |||||
0 |
CBSM |
||
CBSM |
||
[27] (N=5) | ||
[27] (N=6) |
2.38629 | 2.38629 | 2.38629 | |||
2.39627 | 2.39625 | 2.39627 | |||
2.4259 | 2.42587 | 2.42599 | |||
2.47433 | 2.47427 | 2.47433 | |||
2.54022 | 2.54014 | 2.54022 | |||
2.62186 | 2.62176 | 2.62186 | |||
2.71732 | 2.71721 | 2.71732 | |||
2.82457 | 2.82445 | 2.82456 | |||
2.94156 | 2.94145 | 2.94156 | |||
3.06637 | 3.06628 | 3.06637 | |||
3.19722 | 3.19716 | 3.19722 |
CBSM |
||
CBSM |
||
[41] (j=3) | ||
[41] (j=4) |
1 | 1 | 0 | 1 | 0 | |
1.004988 | 1.004978 | 1.004987 | |||
1.019804 | 1.019776 | 1.019804 | |||
1.044031 | 1.043979 | 1.04403 | |||
1.077033 | 1.076957 | 1.077032 | |||
1.118034 | 1.117936 | 1.118033 | |||
1.16619 | 1.166076 | 1.166189 | |||
1.220656 | 1.220531 | 1.220654 | |||
1.280625 | 1.280495 | 1.280624 | |||
1.345362 | 1.34523 | 1.345361 | |||
1.414214 | 1.414079 | 1.414212 |
1 | 1 | 0 | 1 | ||
0.995037 | 0.995059 | 0.995037 | |||
0.980581 | 0.980623 | 0.980581 | |||
0.957826 | 0.957887 | 0.957827 | |||
0.928477 | 0.928545 | 0.928477 | |||
0.894427 | 0.894487 | 0.894428 | |||
0.857493 | 0.857525 | 0.857493 | |||
0.819232 | 0.819223 | 0.819232 | |||
0.780869 | 0.780811 | 0.780868 | |||
0.743294 | 0.743188 | 0.743293 | |||
0.707107 | 0.706957 | 0.707105 |
CBSM |
||
CBSM |
||
[27] (N=4) | ||
[27] (N=5) | ||
[40] (n=4) | ||
[41] (j=3) | ||
[41] (j=4) |
1 | 1 | 0 | 1 | 0 | |
0.99005 | 0.990073 | 0.99005 | |||
0.960789 | 0.960817 | 0.96079 | |||
0.913931 | 0.913979 | 0.913932 | |||
0.852144 | 0.85221 | 0.852144 | |||
0.778801 | 0.778879 | 0.778802 | |||
0.697676 | 0.697756 | 0.697677 | |||
0.612626 | 0.612695 | 0.612627 | |||
0.527292 | 0.527337 | 0.527293 | |||
0.444858 | 0.444871 | 0.444858 | |||
0.367879 | 0.367856 | 0.367879 |
1 | 1 | 0 | 1 | 0 | |
1.01005 | 1.010078 | 1.01005 | |||
1.040811 | 1.040871 | 1.040811 | |||
1.094174 | 1.094299 | 1.094175 | |||
1.173511 | 1.173751 | 1.173513 | |||
1.284025 | 1.284458 | 1.284029 | |||
1.433329 | 1.434077 | 1.433337 | |||
1.632316 | 1.633578 | 1.632328 | |||
1.896481 | 1.898582 | 1.896501 | |||
2.247908 | 2.251381 | 2.247942 | |||
2.718282 | 2.724006 | 2.718338 |
CBSM |
||
CBSM |
||
[40] (n=4) | ||
[41] (j=3) | ||
[41] (j=4) |