The analysis of the quality of the result obtained with the methods of multi-criteria decisions/ Daugiakriterniu sprendimu metodais gautu rezultatu kokybes analize.
For many decades we have been dealing with the problems of multi-criteria decisions (Peld-schus et al. 1983; Fiedler et al. 1986). Numerous methods have been developed in this field (Hwang and Yoon 1981; Figueira et al. 2005; Zavadskas et al. 2006; Zavadskas, Vaidogas 2008; Morkvenas et al. 2008; Jakimavicius, Burinskiene 2007; Maskeliunaite et al. 2009) and new methods (Ustinovichius et al. 2007; Brauers and Zavadskas 2006; Brauers et al. 2008; Peldschus and Zavadskas 2005; Zavadskas et al. 2007, 2008a, b; Ginevicius and Podvezko 2008) are continuously being created. In the light of the great number of methods currently proposed, it is difficult to gain a profound overview. Comparisons on the performance of the various methods are done to a small extent only.
When applying the methods, in some cases many mathematical operations are performed, which renders it impossible to sufficiently assess their effect with such a complexity. Of course, a numerical result is obtained every time, but an assessment of the quality of the results is not feasible. Civil engineers know that in static calculations a check of the equilibrium between external forces (loads) and internal forces (determined according to the developed theory) is performed. If then the sum of all vertical forces, the sum of all horizontal forces and the sum of all moments are equal to zero, an equilibrium between external and internal forces is assumed and the result is accepted as the correct solution.
This option does not exist for the methods of multi-criteria decisions. Therefore, it is of particular importance that we critically review the applied methods. Generally speaking, it can be assumed that with the selection of a method the result may be influenced (Peldschus 2007). For this reason, the conditions for the application of the various methods should be analysed in detail. Only after ascertaining that the conditions for the application of a certain method are fulfilled, the method can be used and the results can be trusted. A numerical verification of the results is according to today's knowledge not feasible.
In a detailed analysis of the problems, a distinction has to be made between the calculation of the characteristic values and the solution methods.
2. Calculation of the characteristic values
Characteristic values are required for the application of the methods of multi-criteria decisions. In the simplest case, dimension-less assessment values according to a point system are used. These are defined on a scale and incorporate a great subjective influence. A better option is ratio values which are based on real data. These ratio values refer to the respective optimal value and are an expression of the effectiveness of the specific characteristic value. The ratio values are mapped to the dimension-less interval [1; 0] or [1; ~ 0] (Zavadskas et al. 2008a). By doing so, the difficulties emerging from the different dimensions of the characteristic values are avoided. At the same time the discrepancies stemming from the different magnitudes of the characteristic values are eliminated. For the mapping to the dimensionless interval (normalisation) (Zavadskas et al. 2003; Ginevicius 2008; Bhangale et al. 2004; Wang and Elhag 2006; Shin et al. 2007; Milani et al. 2005; Turskis et al. 2009; Zavadskas and Turskis 2008) several functions are used.
2.1. Linear functions
2.1.1. The relative deviation
Juttler (1966) generated dimension-less values for the solution of multiple criteria decisions based on the idea of the relative deviation. Thus, the author was able to consider maximisation as well as minimisation problems at the same time. This idea of the relative deviation was primarily developed for linear optimisation problems. For that purpose, for the k linear optimisation problems
[Z.sub.j] = [[CT.bar].sub.j] [x.bar] [right arrow], j = 1, 2, ..., k
[Ax.bar] = [b.bar]
x [greater than or equal to] 0
the decision table was calculated. The optimal solutions are named [[bar.x].sup.*.sub.j], j = 1, 2, ..., k. The coefficients for the decision matrix are determined as the relative deviation in terms of the respective optimal value.
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (1)
The term [g.sub.ij] determined this way, also allows the admission of minimisation problems among the k linear optimisation problems, if the condition [Z.sub.j] ([bar.x].sup.*.sub.j]) > 0 is fulfilled for all j = 1, 2, ..., k, which is usually the case in practical applications.
The values [g.sub.ij] constitute a quadratic matrix [bar.G] of the order k and they are thus available for the solution of the multiple criteria decision problem. For the target function of the form Z [right arrow] max the values [g.sub.ij] = 0, 1 are obtained. For the target function of the form Z [right arrow] min the values [g.sub.ij] = 0, ..., [infinity] are obtained.
From that it can be concluded that the effectiveness of functions of the form Z - min may be much higher than that for functions of the form Z [right arrow] max.
The advantage is that the values [g.sub.ij] are an expression of the "quality" of the several solutions with respect to the target function. They are dimension-less and hence comparable to each other.
The disadvantage is that the problem always needs to be the one, for which the k linear optimisation problems exist under equal side conditions.
2.1.2. The method of Koerth
This method is a continuing development from the idea of the relative deviation presented by Juettler. Korth (1969) enhanced the method in the sense that apart from the k optimal solutions he also includes all further base solutions.
From the relative deviations new elements are calculated, which represent the ratio in terms of the optimal value k of the function.
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (2)
Also in this case the condition [Z.sub.j] ([[x.bar].sup.*.sub.j]) > 0 must be fulfilled for all j = 1, 2, ..., k. The advantage here is that the values [a.sub.ij] are dimension-less and therefore comparable to each other.
On the downside the problem must again be the one for which k linear optimisation problems exist under equal side conditions. For target functions of the form Z [right arrow] max the values are contained in the interval [1, 0]. For target functions of the form Z [right arrow] min the values [a.sub.ij] are only contained in the interval [1, 0], if [Z.sub.j] ([[x.bar].sup.*.sub.j]) < 2[Z.sub.j] ([[x.bar].sup.*.sub.j]) for i = 1, 2, ..., k, because otherwise negative values occur in the matrix and the condition [a.sub.ij] [greater than or equal to] 0 is no longer fulfilled. Hence, the application possibilities for target functions of the form Z [right arrow] min are reduced.
2.1.3. Calculation with interval boundaries
Interval boundaries are implied by several authors (Weitendorf 1976; Brauers and Zavadskas 2006). As a general formulation the following can be given:
[q.sub.i] = [Q.sub.i] - [Q.sub.iu]/[Q.sub.io] - [Q.sub.iu], if [Q.sub.i] shall be maximised,
[q.sub.i] = [Q.sub.io] - [Q.sub.i]/[Q.sub.io] - [Q.sub.iu], if [Q.sub.i] shall be minimised,
[Q.sub.iu]--largest value, [Q.sub.i]--smallest value.
The elements [q.sub.i] are all positive and they are mapped to the interval [0; 1]. The initial values are confined by [Q.sub.io] and [Q.sub.iu].
The advantage in this case is that n different variants with m target functions can be considered.
A disadvantage is the limitation of the values [Q.sub.io] and [Q.sub.iu] by the selection of the variants so that the solution can be influenced in repeated calculations under consideration of further, also less favourable variants.
2.2. Non-linear functions
2.2.1. Hyperbolic functions
Stopp (1975) uses a linear function for the minimisation and a hyperbolic function for the maximisation.
The values [a.sub.ik] are mapped to the interval [1; 0] for the maximisation and to the interval [1; ~ 0] for the minimisation.
The advantage of this method is that n different variants and m criteria can be considered. The values [a.sub.ik] are an expression of the ratio to the optimal value in both, the minimisation and the maximisation. This ratio is not altered by adding or removing variants.
On the downside, the values [a.sub.ik] are more reduced in the minimisation than in the maximisation with the same relative change of the optimal value.
These differences stem from the application of different functions. For the maximisation the function (100/a) [x.sub.i] has the characteristics of a linear function. For the minimisation the function (100a) / [x.sub.i] has the characteristics of a hyperbole. Hence, an unintentional weighting between maximisation and minimisation is created.
2.2.2. Quadratic and cubic functions
For the solution of optimisation problems in production processes, dimension-less values are required to fulfill the following demands:
--The values must express the ratio to the optimal value.
--The ratio value shall not be dependent on the type of the matrix.
--For the same relative variation, the values must be approximately equal for minimisation and maximisation.
--For a minimisation objective, a useful value must be obtainable even for a multiple of the minimal value.
--The optimal values may occur at any position in the matrix.
In order to fulfil the above-mentioned requirements, the following formula was presented (Peldschus 1986, 2008): 3
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (5)
Here a quadratic function is used for the maximisation and a cubic function for the minimisation.
The advantage is that no limitation of the initial values is introduced. Even for the multiple of the minimal value, which is the case in the minimisation, an adaptation of the calculated values is obtained. By the application of non-linear functions, the effectiveness of the optimal values is emphasised.
The disadvantage here is that the calculated values are more attenuated and therefore non-optimal values become less important.
2.2.3. Square root
From the theory of vector analysis the following formula (Zavadskas et al. 2006; Brauers et al. 2008; Ginevicius et al. 2008) was adopted:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (6)
It is advantageous that n different variants and m criteria can be considered. The values [a.sub.ik] are an expression of the ratio to the optimal value in the maximization as well as in the minimisation. No limitation of the initial values is introduced. Also for a multiple of the minimal value a mapping to the interval [1; 0] is obtained.
On the downside, a deformation of the problem is made, whereby the interval [1; 0] is not filled evenly. The deformation is dependent on the optimisation target. For the maximisation, a higher concentration towards the value zero is obtained, whereas a higher concentration towards the value 1 is obtained for the minimisation. If further variants are included in the analysis, the transformed characteristic values are changed and they can thus influence the solution.
2.2.4. Logarithmic function
In a recent development, the logarithmic function was used (Zavadskas and Turskis 2008; Turskis et al. 2009):
[b.sub.ij] = ln([a.sub.ij]/ln([PI].sup.n.sub.i=1][a.sub.ij]), if max i [a.sub.ij] is favourable,
1 - ln [a.sub.ij]/ln([[PI].sup.n.sub.i=1][a.sub.ij]) [b.sub.ij] = ln([[PI].sup.n.sub.i=1][a.sub.ij]/n-1, if min i [a.sub.ij] is favourable. (7)
For the calculation of the characteristic values the problem is deformed. The deformations exhibit a certain analogy to the results obtained using the square root.
The advantage here is that n variants and m criteria can be considered. The values [a.sub.ik] are an expression of the ratio to the optimal value in both the minimisation and the maximisation. No limitation of the initial values is introduced. Also for multiples of the minimal value, a mapping to the interval [1; 0] is obtained.
The disadvantage is that the interval [1; 0] is not filled evenly. For the maximisation, a higher concentration towards the value zero is obtained, whereas a higher concentration towards the value 1 is obtained for the minimisation. The values resulting for the minimisation by division by (n - 1) are remarkably smaller. Thus, an essential difference in the significance is created between maximisation and minimisation. If further variants are included in the analysis, the transformed characteristic values are changed and they can thus influence the solution.
In a numerical analysis the differences shall be investigated. For that purpose, the optimal values are altered in steps of 10% and the transformed values are put in Table 1.
As a result it can be derived that for the calculated values a better accordance is seen for the maximisation than for the minimisation. With variations of more than 100% of the minimal value the calculated values differ remarkably. Comparing the values calculated for the minimisation with those calculated for the maximisation, it can clearly be seen that an unintentional weighting between maximisation and minimisation may be effective.
As an example for the extent of the unintentional weighting between minimisation and maximisation, the values calculated in Table 1 are graphically displayed in Figure 1. It can be observed that for a variation of the optimal value of 100% the value 0 (no effectiveness) is calculated for the maximisation, while a value of 0.5 is calculated for the minimisation, which means that an influence of 50% of the optimal value is still given. In the application of such a formula for the normalisation the decision maker bears a critical responsibility. If such an above-mentioned difference does not comply with the conditions of the decision situation, the calculated result leads to a wrong statement.
With the aim to prevent such an unintentional weighting between minimisation and maximisation formula 5 (Peldschus 1986) was developed. The graphical representation of the calculated values is given in Figure 2. It can clearly be seen that the differences between minimisation and maximisation are considerably smaller. Even for a variation of the optimal value of 100% the difference is only 0.13.
In investigations on the magnitude of these differences no regularity could be observed (Borner 1980). It has not been achieved up to date to develop an ideal formula for this purpose. It is not for nothing that Luce and Raiffa (1967) state "... that this is the Achilles heel of the theory". Oven (1968) proposes a linear transformation under the pre-requisite of a closed interval. Hersh and Carmozza (1976) have found in an empirical study that a utility function does not need to be constant in every case, but can also be represented by a hyperbole function.
The difficulty is that no generally suitable scaling may be found. Under the condition of a closed range, a corresponding function can be mapped unambiguously to the interval [1; 0]. This is always achieved for the maximisation. In contrast, the range is apparently not limited for the minimisation. This fact is, however, only of theoretical importance. In practical analyses a maximum value, which confines the range, will always exist. Unfortunately, this maximum value is not known in every case and it can therefore not always be implied.
An analysis of Roth (1997) showed that the stability of the solution constitutes a major problem. Within 15 included methods none could be found, for which an inversion of ranks may be excluded. It could only be concluded that for some methods the stability increases with the number of alternatives.
Ahn (1996) concludes that the parameter values may generally occur on every imaginable scale level, if the cardinality of the measurement values is ensured. But as the author also works with interval boundaries, the problem of the stability of the solutions is not resolved thereby.
The situation turns out to be somewhat more complex for the square root and the logarithmic function. In these cases the sum of all values becomes effective, and therefore only a tendency can be discussed. Generally speaking, it can be stated that the magnitude of the transformed values depends on the amount of data. If few data are used for the maximisation, the transformed values are greater. The transformed values decrease, if more data are used for the maximisation. For the minimisation, equivalent values are obtained due to the complement to 1 (Fig. 3).
The exemplary values for the logarithmic function are considerably smaller compared to the ones for the square root. It is worth noting that in this representation of the exemplary values contrary curvatures occur between minimisation and maximisation (Fig. 4).
3. Solution methods
Concerning the solution methods, a distinction should be made between the orientations towards a game-theoretic equilibrium on the one hand, and methods calculating a rank order on the other hand. The specific conditions for the solution methods and the influence of the calculated characteristic values on the results should be discussed in a separate analysis.
4. Results and conclusions
Linear and nonlinear functions were considered for the calculation of the characteristic values, which describe the problem of the multiple criteria decision problem, and for their transformation to the interval [1; 0] or [1; ~ 0]. It could thereby be concluded that linear functions allow a good mapping to the interval [1; 0]. Problems occur, however, for the minimisation in case characteristic values, which exceed the double minimal value, are included in the description of the variants. In this case other functions need to be used. Nonlinear functions provide an alternative here. It must, however, be noticed that every nonlinear function deforms the original problem. If maximisation and minimisation are jointly required for the solution of the decision problem, the attention should be paid to avoid large differences in the deformation between both cases. A weighting of the importance between minimisation and maximisation is introduced for the solution of the decision problem, if different deformations become effective. If such a weighting cannot be justified, the calculated results must be questioned.
The problem of the different weighting between the objective functions does not occur when considering maximisation goals and minimisation goals separately. A possible error in the transformation of the characteristic values would be the same for all criteria and would thus exert a small influence on the result only.
Reference to this paper should be made as follows: Peldschus, F. 2009. The analysis of the quality of the results obtained with the methods of multi-criteria decisions, Technological and Economic Development of Economy 15(4): 580-592.
Received 3 April 2009; accepted 30 October 2009
Ahn, H. 1996. Optimierung von Produktionsprozessen: Entscheidungsunterstutzung bei der Umsetzung des Simulataneous Engineering. RWTH Aachen.
Bhangale, P. P.; Agrawal, V. P.; Saha, S. K. 2004. Attribute based specification, comparison and selection of a robot, Mechanism and Machine Theory 39(12): 1345-1366. doi:10.1016/j.mechmachtheory.2004.05.020.
Brauers, W. K. M.; Zavadskas, E. K.; Peldschus, F.; Turskis, Z. 2008. Multi-objective decision-making for road design, Transport 23(3): 183-193. doi:10.3846/1648-4142.2008.23.183-193.
Brauers, W. K. M.; Zavadskas, E. K. 2006. The MOORA method and its application to privatization in a transition economy, Control and Cybernetics 35(2): 445-469.
Borner, I. 1980. Untersuchungen zur Optimierung nach mehreren Zielen fur Aufgaben der Bautechnologie. TH Leipzig, Sektion Technologie der Bauproduktion, Diplomarbeit.
Fiedler, K.; Peldschus, F.; Zavadskas, E. K. 1986. Methoden der bautechnologischen Entscheidung. Technische Hochschule Leipzig.
Figueira, J.; Greco, S.; Ehrgott, M. (Eds.). 2005. Multiple Criteria Decision Analysis: State of the Art Survey. Springer.
Ginevicius, R. 2008. Normalization of quantities of various dimensions, Journal of Business Economics and Management 9(1): 79-86. doi:10.3846/1611-1699.2008.9.79-86.
Ginevicius, R.; Podvezko, V. 2008. Multicriteria graphical-analytical evaluation of the financial state of construction enterprises, Technological and Economic Development of Economy 14(4): 452-461. doi:10.3846/1392-8619.2008.14.452-461.
Ginevicius, R.; Podvezko, V.; Raslanas, S. 2008. Evaluating the alternative solutions of wall insulation by multicriteria methods, Journal of Civil Engineering and Management 14(4): 217-226. doi:10.3846/1392-3730.2008.14.20.
Hersh, H. M.; Carmozza, A. 1976. A fuzzy set approach to modifiers and vagueness in natural language, Journal of Experimental Psychology 105(3): 254-276.
Hwang, C. L.; Yoon, K. 1981. Multiple attribute decision making, Lecture Notes in Economics and Mathematical Systems 186, Springer-Verlag, Berlin.
Jakimavicius, M.; Burinskiene, M. 2007. Automobile transport system analysis and ranking in Lithuanian administrative regions, Transport 22(3): 214-220.
Juttler, H. 1966. Untersuchungen zu Fragen der Operationsforschung und ihrer Anwendungsmoglichkeiten auf okonomische Problemstellungen unter besonderer Berucksichtigung der Spieltheorie. Dissertation A, Wirtschftswissenschaftliche Fakultat der Humbold-Universitat Berlin.
Korth, H. 1969. Untersuchungen zur nichtlinearen Optimierung okonomischerErscheinungen und Prozesse unter besonderer Berucksichtigung der Quotenoptimierung sowie der Losung okonomischer mathematischer Modelle bei der Existenz mehrerer Zielfunktionen. Habilitationsschrift, Humbold-Universitat Berlin, Sektion Wirtschaftswissenschaften.
Luce, R. D.; Raiffa, H. 1967. Game and Decisions. John Wiley and Sons, New York.
Maskeliunaite, L.; Sivilevicius, H.; Podvezko, V. 2009. Research on the quality of passenger transportation by railway, Transport 24(2): 100-112. doi:10.3846/1648-4142.2009.24.100-112.
Milani, A. S.; Shanian, A.; Madoliat, R.; Nemees, J. A. 2005. The effect of normalization norms in multiple attribute decision making models: a case study in gear material selection, Structural and Multidisciplinary Optimization 29(4): 312-318. doi:10.1007/s00158-004-0473-1.
Morkvenas, R.; Bivainis, J.; Jarzemskis, A. 2008. Assessment of employee's knowledge potential in transport sector, Transport 23(3): 258-265. doi:10.3846/1648-4142.2008.23.258-265.
Oven, G. 1968. Game Theorie. W. B. Saunders Company, Philadelphia.
Peldschus, F. 2007. The effectiveness of assessments in multiple criteria decisions, International Journal of Management and Decision Making 8(5-6): 519-526. doi:10.1504/IJMDM.2007.013416.
Peldschus, F. 2008. Experience of the game theory application in construction management, Technological and Economic Development of Economy 14(4): 531-545. doi:10.3846/1392-8619.2008.14.531-545.
Peldschus, F.; Zavadskas, E. K. 2005. Fuzzy matrix games multi-criteria model for decision-making in engineering, Informatica 16(1): 107-120.
Peldschus, F. 1986. Zur Anwendungen der Theorie der Spiele fur Autgaben der Bautechnologie. Dissertation B. TH Leipzig.
Peldschus, F.; Vaigauskas, E.; Zavadskas, E. K. 1983. Technologische Entscheidungen bei der Berucksichtigung mehrerer Ziehle, Bauplanung-Bautechnik 37(4): 173-175.
Roth, B. 1997. Losungsverfahrenfur mehrkriterielle Entscheidungsprobleme: klassische Verfahren, neuronale Netze und Fuzzylogik. Dissertation, Universitat Hamburg.
Shin, H. S.; Shyur, H. J.; Lee, E. S. 2007. An extension of TOPSIS for group decision making, Mathematical and Computer Modelling 45(7-8): 801-813. doi:10.1016/j.mcm.2006.03.023.
Stopp, F. 1975. Variantenvergleich durch Matrixspiele, Wissenschaftliche Zeitschrift der Hochschule fur Bauwesen Leipzig Heft 2: 117.
Turskis, Z.; Zavadskas, E. K.; Peldschus, F. 2009. Multi-criteria optimization system for decision making in construction design and management, Inzinerine Ekonomika--Engineering Economics 1(61): 7-17.
Ustinovichius, L.; Zavadskas, E. K.; Podvezko, V. 2007. Application of a quantitative multiple criteria decision making (MCDM-1) approach to the analysis of investments in construction, Control and
Cybernetics 36(1): 251-268.
Wang, Y. M.; Elhag, T. M. 2006. On the normalization in interval and fuzzy weight, Fuzzy Sets and Systems 157(18): 2456-2471. doi:10.1016/j.fss.2006.06.008.
Weitendorf, D. 1976. Beitrag zur Optimierung der raumlichen Struktur eines Gebaudes. Dissertation A, Hochschule fur Architektur und Bauwesen Weimar.
Zavadskas, E. K.; Turskis, Z. 2008. A new logarithmic normalization method in games theory, Informatica 19(2): 303-314.
Zavadskas, E. K.; Kaklauskas, A.; Turskis, Z.; Tamosaitiene, J. 2008b. Selection of the effective dwelling house walls by applying attributes values determined at intervals, Journal of Civil Engineering and Management 14(2): 85-93. doi:10.3846/1392-3730.2008.14.3.
Zavadskas, E. K.; Peldschus, F.; Turskis, Z. 2008a. Multi-criteria optimization software LEVI-4.0 a tool to support design and management in construction, in Proceedings 25th International Symposium on Automation and Robotics in Construction (ISARC-2008), Vilnius, 26-29 June 2008. Selected papers, Eds. E. K. Zavadskas, A. Kaklauskas, M. J. Skibniewski. Vilnius: Technika, 731-737. doi:10.3846/isarc.20080626.731.
Zavadskas, E. K.; Kaklauskas, A.; Peldschus, F.; Turskis, Z. 2007. Multi-attribute assessment of road design solutions by using the COPRAS method, The Baltic Journal of Road and Bridge Engineering 2(4): 193-203.
Zavadskas, E. K.; Zakarevicius, A.; Antucheviciene, J. 2006. Evaluation of ranking accuracy in multicriteria decisions, Informatica 17(4): 601-618.
Zavadskas, E. K.; Ustinovichius, L.; Peldschus, F. 2003. Development of software for multiple criteria evaluation, Informatica 14(2) 259-272.
Zavadskas, E. K.; Vaidogas, E. R. 2008. Bayesian reasoning in managerial decisions on the choice of equipment for the prevention of industrial accidents, Inzinerine Ekonomika - Engineering Economics 5(60): 32-40.
Vilnius Gediminas Technical University,
Sauletekio al. 11, LT-10223 Vilnius, Lithuania
E-mail: email@example.com; firstname.lastname@example.org
Friedel PELDSCHUS. Professor of building/operating process planning in the area of building industry of Leipzig University of Applied Sciences; visiting professor to VGTU in Vilnius. Civil engineer, welding engineer and engineering specialist for data processing. His special field is the application of the game theory to compiling optimization solutions in construction. This area was also the subject of his Doctoral thesis (1972) and his Habilitation thesis (1986). His international popularity resulted in the award of Doctor honor is causa by Vilnius Gediminas Technical University (1991). He published more than 100 articles in technical periodicals and in 4 books.
Table 1. Transformed values Result acc. Optimal Alteration of the optimal value by to formula value 10% 20% 30% 40% 50% Juettler max 0 0.1 0.2 0.3 0.4 0.5 min 0 0.1 0.2 0.3 0.4 0.5 Koerth max 1 0.9 0.8 0.7 0.6 0.5 min 1 0.9 0.8 0.7 0.6 0.5 Interval max 0 0.1 0.2 0.3 0.4 0.5 boundaries min 0 0.05 0.1 0.15 0.2 0.25 Stopp max 1 0.9 0.8 0.7 0.6 0.5 min 1 0.91 0.83 0.77 0.71 0.67 Peldschus max 1 0.81 0.64 0.49 0.36 0.25 min 1 0.75 0.58 0.46 0.36 0.3 Result acc. Alteration of the optimal value by to formula 60% 70% 80% 90% 100% 150% 200% Juettler max 0.6 0.7 0.8 0.9 1 -- -- min 0.6 0.7 0.8 0.9 1 1,5 2 Koerth max 0.4 0.3 0.2 0.1 0 -- -- min 0.4 0.3 0.2 0.1 0 -0.5 -1 Interval max 0.6 0.7 0.8 0.9 1 -- -- boundaries min 0.3 0.35 0.4 0.45 0.5 0.75 1 Stopp max 0.4 0.3 0.2 0.1 0 -- -- min 0.63 0.59 0.56 0.53 0,5 0,4 0.33 Peldschus max 0.16 0.09 0.04 0.01 0 -- -- min 0.24 0.2 0.17 0.15 0.13 0.06 0.04 Fig. 1. Example for the unintentional weighting between minimisation and maximisation according to formula (4) change 10% 20% 30% 40% 50% 60% 70% * min 1.00 0.91 0.83 0.77 0.71 0.67 0.63 0.59 ** max 1.00 0.90 0.80 0.70 0.60 0.50 0.40 0.30 80% 90% 100% * min 0.56 0.53 0.50 ** max 0.20 0.10 0 Fig. 2. Reduction of the unintentional weighting according to formula (5) change 10% 20% 30% 40% 50% 60% 70% * min 1 0.75 0.58 0.46 0.36 0.30 0.24 0.20 ** max 1 0.81 0.64 0.49 0.60 0.50 0.40 0.30 80% 90% 100% * min 0.17 0.15 0.50 ** max 0.20 0.10 0 Fig. 3. Example according to formula (6) 0 1 2 3 4 5 6 7 min 1 0.949 0.898 0.847 0.796 0.745 0.694 0.643 max 0 0.051 0.102 0.153 0.204 0.255 0.306 0.357 8 9 10 min 0.592 0.541 0.49 max 0.408 0.459 0.51 Fig. 4. Example according to formula (7) 1 2 3 4 5 6 7 min 0.111 0.106 0.103 0.101 0.099 0.098 0.097 max 0 0.046 0.073 0.093 0.108 0.120 0.130 8 9 10 min 0.096 0.095 0.094 max 0.139 0.147 0.154
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