Multiple criteria construction management decisions considering relations between criteria/Daugiatiksliai statybos valdymo sprendimai atsizvelgiant i rodikliu tarpusavio priklausomybe.
Antucheviciene, Jurgita ; Zavadskas, Edmundas Kazimieras ; Zakarevicius, Algimantas 等
1. Introduction
One of the most perpetual challenges in science and engineering is
how to make the optimal decision in a given situation. In construction
management one is constantly confronted with various problems that
require effective decisions. From a single person and a single criterion
(profit), decision environments eventually became multi-person and
multi-criteria.
To determine the value ant the utility degree of the construction
projects and to establish the priority order of their implementation,
multiple criteria decision making methods (MCDM) can be used
effectively. MCDM methods examine the problem of evaluating a discrete
set of alternatives in terms of a set of decision criteria. Since
different criteria represent different dimensions of the alternatives,
they may conflict with each other. For instance, cost may conflict with
profit, etc. But very often no such conflict is assumed. In this paper,
on the ground of real life situations and with reference to
Triantaphyllou (2000), it is stated otherwise. Complex decisions in
construction are analysed when a lot of conflicting as well as
interactive criteria are involved.
Accordingly, multiple criteria decision making theory is
supplemented by the elements of mathematical statistics and the MCDM
methodology that considered statistical relations between criteria is
developed. TOPSIS (Technique for the Order Preference by Similarity to
Ideal Solution) method is modified in the paper.
Usual crisp TOPSIS as presented by Hwang and Yoon in 1981 (Hwang
and Yoon 1981) or fuzzy TOPSIS has been widely applied in construction
management, as well as some other MCDM methods like SAW (Simple Additive Weighting), COPRAS (Complex Proportional Assesment), ELECTRE
(Elimination Et Choix Traduisant la Realite) for ranking of
construction- technological alternatives (Zavadskas 1986), selection of
resource-saving decisions (Zavadskas 1987), accepting other
technological or facility management decisions (Fiedler et al. 1986).
The paper (Zavadskas et al. 2003) gives the description of software
considering the main positions of one-sided and two-sided problems. For
one-sided problems the method of solution of the distance to the ideal
point is discussed as well as an example of an investment variant estimation is presented. Karablikovas and Ustinovicius (2002) suggest
optimizing ways of repairing matched roofs applying TOPSIS method.
Zavadskas, Ginevicius and other authors analyze alternative solutions of
external walls and wall insulation as well as estimate effective
variants of walls by multiple criteria methods (Zavadskas et al. 2007b,
2008; Ginevicius et al. 2008). Deng (2006) performs plant location
selection based on fuzzy TOPSIS. Banaitiene et al. (2008) considers the
multivariant design and multiple criteria analysis of the life cycle of
a building. In the above paper the theoretical basis of the methodology
is developed. A proposed methodology allows everyone (i.e. client,
investor, contractor, etc.), who has to make the decisions, to design
alternatives of the building life cycle and to evaluate its qualitative
and quantitative aspects. The procedure of the evaluating of a
building's life cycle is discussed using an example and applying
COPRAS method. Also multi-attribute decision making models and methods
as well as their application in construction are presented in some works
(Lin et al. 2008; Liu 2009; Huang et al. 2009). In the study of Ulubeyli
and Kazaz (2009) the ELECTRE III method is considered in a selection
problem of concrete pumps. The paper can be valuable to researchers
studying the theory of decision making in equipment selection in general
and investigating selection criteria of concrete pumps in particular.
The paper (Zavadskas et al. 2009) presents the comparative analysis of
dwelling maintenance contractors aimed at determining the degree of
their utility for users and bidding price of services by applying COPRAS
method. The aim of the research of Zavadskas and Antucheviciene (2004,
2006) is to rank derelict buildings' redevelopment alternatives
from the multiple sustainability approach. Moreover, handling of MCDM
techniques is discussed. The techniques used are: TOPSIS and compromise
ranking method VIKOR. A Lithuanian case study is presented, the
comparisons of the results after multiple criteria analysis
implementation are made and scientific recommendations for a sustainable
redevelopment of derelict buildings in Lithuanian rural areas are
suggested. In (Zavadskas et al. 2006) the methodology for measuring the
accuracy of determining the relative significance of alternatives as a
function of the criteria values is developed. An algorithm of TOPSIS
that applies criteria values' transformation through a
normalization of vectors and the linear transformation is considered. An
application of methodology for building management problem is presented.
Also for sustainable development problems Ginevicius and Podvezko (2009)
use multiple criteria evaluation methods that can take into
consideration the major aspects of economic, social and environmental
development as well as multidimensional character of the development
criteria, different directions of their changing and significances. As
in project development it is rather hard to get exhaustive and accurate
information and the situations occur the consequences of which can be
very damaging to the project, assessment of investment risk and
construction risk is widely performed by applying usual and extended
TOPSIS or other multiple criteria decision making methods (Wang and
Elhag 2006; Zavadskas et al. 2008; Shevchenko et al. 2008). Partner or
contractor selection is held (Marzouk 2008, Jianbing et al. 2009), or a
method for selecting projects and related contractors simultaneously is
proposed (Mahdi and Hossein 2008) in which firstly contractors that have
not minimal qualifications are eliminated from consideration, then
closeness coefficient of contractors to each proposal is computed by
fuzzy TOPSIS method and finally these coefficients as a successful
indicators for each contractor are fed into a linear programming to
select most profitable projects and related contractors with respect to
the constraints. Territory planning decisions, i.e. road design and
transport systems are evaluated applying COPRAS (Zavadskas et al.
2007a), TOPSIS and SAW methods (Jakimavicius and Burinskiene 2007,
2009a, 2009b). Selection of proper methods is discussed and multiple
criteria evaluation of real estate projects' efficiency is carried
out in (Ginevicius and Zubrecovas, 2009).
Algorithm of usual TOPSIS is presented in the following Subchapter
2.1 (Hwang and Yoon 1981, Zavadskas et al. 1994, Triantaphyllou 2000).
However, according to E. Triantaphyllou (2000), the Euclidean distances
defined in expressions (5) and (6) represent some plausible assumptions.
E. Triantaphyllou maintains that it is possible to use other alternative
distance measures and, respectively, to get different answers for the
same problem. Also Chen and Tsao (2007) performed an experimental
analysis to observe the intuitionistic fuzzy TOPSIS results yielded by
different distance measures. Accordingly, the above assumptions are
implemented by the authors in the current paper and the Mahalanobis
distance is implicated in TOPSIS algorithm. In statistics, Mahalanobis
distance is a distance measure introduced by P. C. Mahalanobis in 1936
(Mahalanobis 1936). It is based on correlations between variables by
which different patterns can be identified and analyzed. It is a useful
way of determining similarity of an unknown sample set to a known one.
It differs from Euclidean distance in that it takes into account the
correlations of the data set. Mahalanobis distance metric is a proper
method for data clustering and classification, pattern recognition
(Xiang et al. 2008). The metric mainly relies on classical multivariate
statistical methods and its applications are explored across a wide
range of disciplines from engineering and manufacturing to environmental
sciences, agriculture and medicine (Mahalakshmi and Ganesan 2009). Also
the Mahalanobis-Taguchi strategy presents methods for developing
multidimensional measurement scales that are up to date with the most
current trends in multivariate diagnosis and pattern recognition
(Williams and Heglund 2009). The system can be applied as a tool to
facilitate the selection of prime set of criteria, which is a subset of
the original criteria. Mahalanobis distance can be combined with neural
network methodology and a statistical multivariate analysis based on the
Mahalanobis distance can be employed to perform data clustering and
parameter reduction to reduce the size of the input space for the
subsequent step of classification by the particular neural network
(Ghosh-Dastidar and Adeli 2003). In multiple criteria decision making an
attemt to use extended TOPSIS method with different distance aproaches
for mutual funds performance was published (Chang et al. 2008). Two
diferent distance ideas, namely Minkowski's metric and Mahalanobis
distance were applied. The purpose of the above mentioned paper was to
see how the TOPSIS method affects the performance evaluation on the
mutual funds by using different distance ideas under a specific weight
method.
In the proposed case applying the Mahalanobis distance instead of
Euclidean distance in TOPSIS method helps to consider relations between
decision criteria and to determine the influence of statistical
relations between criteria on the ranking results of alternatives.
2. TOPSIS methodology considering relations between criteria
2.1. TOPSIS based on Euclidean distance
The basic concept of the TOPSIS method (the Technique for Order
Preference by Similarity to Ideal Solution) is that the selected
alternative should have the shortest distance from the ideal solution
and the longest distance from the negative-ideal solution, in a
geometrical sense. The TOPSIS method assumes that each criterion has a
tendency of monotonically increasing or decreasing utility. Therefore,
it is easy to define the ideal and the negative-ideal solution
(Triantaphyllou 2000).
In the usual TOPSIS (Hwang and Yoon 1981) the Euclidean distance
approach was proposed to evaluate the relative closeness of the
alternatives to the ideal solution. Thus, the preference order of the
alternatives can be derived by a series of comparisons of these relative
distances.
The basic algorithm of TOPSIS is presented with reference to Hwang
and Yoon (1981), Zavadskas et al. (1994), Triantaphyllou (2000). The
method evaluates the decision matrix, which refers to n alternatives
that are evaluated in terms of m criteria. The member [i.sub.j] denotes
the performance measure of the j-th alternative in terms of the i-th
criterion. The normalized decision matrix when the various criteria
dimensions are converted into non-dimensional criteria is calculated as
follows:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (1)
where [a.sub.ij] is the normalized value, i = 1, 2, ..., m, j = 1,
2, ..., n.
The weighted normalized value [v.sub.ij] is calculated as
[v.sub.ij] = [q.sub.i] [a.sub.ij], (2)
where [q.sub.i] is the weight of i-th criterion, i = 1, 2, ..., m,
j = 1, 2, ..., n.
The ideal and the negative-ideal solutions denoted respectively as
[A.sup.*] and [A.sup.-] are defined as follows:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (3)
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (4)
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (5)
where I = {i = 1,2 ,... , and i is associated with the benefit
criteria, I' = {i = 1,2, ...,m} and i is associated with the
cost/loss criteria.
The n-dimensional Euclidean distance method is then applied to
measure the distances of each alternative from the ideal solution
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] and the
negative-ideal solution [MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN
ASCII.]:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (5)
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (6)
where [MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.]
The relative significance of an alternative is defined as follows:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (7)
where 1 [greater than or equal to] [C.sub.j] [greater than or equal
to] = 0 and j = 1, 2,... , n.
The best alternative can be found according to the preference order
of [C.sub.j].
2.2. TOPSIS based on Mahalanobis distance (TOPSIS-M)
Applying usual TOPSIS (Hwang and Yoon 1981), estimation of
priorities of alternatives (7) is based on values of Euclidean distances
in multidimensional space (5), (6). But in this way ranking of
alternatives is simply performed only in the case when the criteria
describing the alternatives are statistically independent. However, in
real life multicriteria decisions, criteria interconnected by
correlation relations are very often applied. In the case when
alternatives are described by statistically connected criteria,
application of TOPSIS based on Euclidean distances can lead to
inaccurate estimation of relative significances of alternatives and can
cause the improper ranking results. In order to avoid the described
inaccuracies, the need to improve the methodology of estimation of
relative significances of ranking alternatives arose, incorporating
evaluation of interrelations between criteria.
The authors suggest applying the Mahalanobis distance (Mahalanobis
1936; De Maesschalck et al. 2000; Schinka et al. 2003; McLachlan 1992)
instead of Euclidean distance in TOPSIS algorithm to measure the
distances of each alternative from the ideal solution and the
negative-ideal solution and to rank the alternatives.
Suppose, there is the matrix of initial criteria (8) and the
normalized matrix (9):
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (8)
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (9)
where m is a number of criteria and n is a number of alternatives.
Respectively, the ideal and the negative-ideal solutions, applying
expressions (3) and (4) and normalized matrix (9), are defined as
follows:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (10)
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (11)
Relations between criteria can be defined by covariance matrix:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (12)
where [??] is a centered initial matrix (8), [[??].sup.T] is a
transposed matrix [??] and p is a number of data variants in a sample.
Significances of criteria are defined by a diagonal matrix of
weights:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (13)
Accordingly, Mahalanobis distances (Mahalanobis 1936; De
Maesschalck et al. 2000) calculated following the expressions (9)-(13)
and applied instead of Euclidean distances in (5) and (6), could be
defined as follows:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (14)
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (15)
where [DELTA]T is a transposed matrix of weights (13),
[[SIGMA].sup.-1] is an inverse matrix of covariance matrix (12),
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (16)
where j = 1, 2,... , n.
The relative significances of alternatives are defined by (7) and
are calculated applying expressions of distances (14) and (15).
In a process of implementation of TOPSIS algorithm when relative
significances of alternatives are calculated applying Mahalanobis
distances, two main questions arise, i.e. how to normalize the matrix of
initial data (8) and to obtain the matrix (9), as well as how to
estimate criteria interrelations. These both questions should be solved
in a complex way.
Covariance matrix could be calculated directly from initial data
(8) or normalized data (9) only if there were no fewer alternatives than
criteria describing the alternatives. But such cases could be observed
rarely. Also, if the number of alternatives is only slightly higher than
the number of criteria, statistically very inaccurate estimates could be
obtained. Accordingly, a higher number of data is required for
calculating of covariance matrix (12). On the other hand, when a higher
number of initial data is analyzed, it is doubtful if covariance matrix
properly describes covariances of data in a particular case, because
covariances depend on values of a particular data set.
Consequently, it is suggested to change over from covariance matrices to correlation matrices, because values of correlation matrices
do not depend on absolute values of initial data, and to calculate
correlations of a larger sample set.
Correlation and covariance matrices are coincident if standard
deviation of initial data [sigma] = 1 (Aivazian and .khitarian 1998).
Accordingly, a proper method of normalization of initial data matrix (8)
should be used to ensure standard deviations of initial data to be equal
to 1. Following the described condition, the elements of normalized
initial data matrix (9) are defined:
[a.sub.ij] = [x.sub.ij]/[[sigma].sub.i], (17)
where
[[sigma].sub.i] = [[square root of ([[SIGMA].sub.ii])] , (18)
and [[SIGMA].sub.ii] are diagonal elements of covariance matrix
obtained from a larger sample size of initial data, i = 1, 2, ..., m.
Applying the described criteria normalization method (17) the main
requirement of normalization is realized, that is the various criteria
dimensions are converted into non-dimensional criteria, as well as
preconditions are set to use inverse correlation matrix [K.sup.-1]
instead of inverse covariance matrix [[SIGMA].sup.-1]. Correlation
matrix is calculated from a larger sample size of initial data and is
defined as follows:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (19)
Correlation coefficients are defined:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.] (20)
where i = j = 1, 2, ..., m.
3. A case study: application of the proposed methodology for
ranking building redevelopment alternatives
A simple numerical example is presented to illustrate similarities
and differences of ranking results by applying TOPSIS and both the
Euclidean and the Mahalanobis measurement of distances in a particular
situation of construction management problem.
3.1. Description of the problem
In the case study presented here, revitalization of derelict and
mismanaged buildings in Lithuania's rural areas was analysed. These
structures were built during the Socialist Years, mostly for farming
and, partly, for rural infrastructure. Due to political and economical
changes as well as restructuring of the agricultural sector, they have
become derelict and are mismanaged at present. Today, many rural
buildings, due to their large parameters, energy susceptibility, and
technological and economic depreciation do not meet contemporary
production requirements. Individual farmers are not capable of using or
holding large complexes and maintaining their proper conditions. Large
investments are required to make these objects useful. These buildings
are not used for any kind of activity and many of them are in a poor
state. Such contaminated and abandoned sites are negatively influencing
the environment and landscape, threatening people's safety and
wasting the full potential of the immovable property as they decay
further and irreversibly. There is an urgent need for redevelopment of
rural buildings because this property is a national asset of Lithuania
and must be protected and used more effectively.
Sustainable development approach is used for identifying rational
development trends of abandoned rural buildings. Revitalization of
buildings should be a contribution towards sustainable construction,
incorporating protection of natural and social environmental,
improvement of life quality and implementation of economic goals. For
this purpose, a set of criteria was developed according to the
principles of sustainable construction and sustainable development. The
model of an indicator system for the sustainable revitalization of
derelict buildings has been developed according to research of a
situation in transition and was based on an analytical review of the
literature on sustainability indicators. A classification of the
indicators according to the typology was applied. The total system was
made up of a number of component systems. These subsystems described
various components of sustainability that have been chosen according to
the singularity of the problem. The component systems involved the
environmental impact of derelict, renovated or dismantled buildings, the
economic benefits and changes in the local population's quality of
life after the implementation of restoration variants and the outlook of
business. All suggested subsystems consisted of a number of indicators
and were selected from the available and approved sustainability
indicator systems and then adapted to local singularities and to the
peculiarities of the problem that were based on previous research of the
authors (Antucheviciene 2003; Antucheviciene and Zavadskas 2004, 2008;
Zavadskas and Antucheviciene 2006, 2007).
The data was grouped in three regions according to a concept of the
country's spatial development: i.e. areas of active development,
areas of regressing development and 'buffer' areas. The
largest amount of facilities, the greatest variety of activities and the
maximum internal as well as foreign investment was found to be
characteristic of areas with active development. The largest cities, the
main industrial, scientific, cultural and facilities centres as well as
major highways were found to be located in the above-mentioned
territories, and in contradistinction to areas of regressive development. The economic basis of areas with regressing development
includes agricultural, forestry and recreational activities. Such areas
cover the northern-eastern and southern parts of Lithuania.
'Buffer' areas take a middle place according to the
characteristic of activity, geographical and environmental situation and
the peculiarities of the local population. They are also situated in
territories that are not strongly influenced by the largest cities.
3.2. Ranking of alternatives
In this paper, the above-mentioned criteria system was abridged and
adapted for calculations that were performed to determine the priorities
of buildings' redevelopment alternatives.
In the present case study, three alternatives and seven criteria
were considered. The alternatives included the reconstruction of rural
buildings and adapting them for production or commercial activities in
areas of active development (alternative [A.sub.1]), in regressing areas
(alternative [A.sub.2]) and in 'buffer' areas (i.e. areas of
middle development activity) (alternative [A.sub.3]). The following
criteria were taken into consideration, including the average soil
fertility grade in the area [a.sub.1] (points), quality of life of the
local population [a.sub.2] (points), population's activity index
[a.sub.3] (%), GDP in proportion to the average GDP of the country
[a.sub.4] (%), building's redevelopment costs [a.sub.5] (Lt x
[10.sup.6]), growth of employment [a.sub.6] (%), state income from
business and property taxes [a.sub.7] (Lt x [10.sup.6] per year).
The criteria [a.sub.2] and [a.sub.5] were associated with the
cost (their smaller value was better), while the remaining attributes
were associated with benefit criteria (their greater value was better).
Initial data (evaluating a particular set of alternatives in terms
of a set of decision criteria) for multiple criteria problem of
revitalization of derelict and mismanaged buildings in Lithuania's
rural areas is presented in Table 1. Table 1. Initial data
Standard deviations of criteria were calculated from a larger set
of a parallel data, obtained analyzing various redevelopment variants of
rural buildings throughout the whole territory of the country.
Estimated standard deviations are as follows: [[sigma].sub.1] =
7.2; [[sigma].sub.2] = 5.9; [[sigma].sub.3] = 9.1; [[sigma].sub.4] =
25;9; [[sigma].sub.5] = 232.3; [[sigma].sub.6] = 4.9; [[sigma].sub.7] =
15.6.
Initial data as presented in Table 1 was normalized applying
expression (17). Normalized initial data is presented in Table 2.
The correlation matrix and the inverse correlation matrix are
presented in Table 3 and Table 4.
Virtual the ideal alternative (10) and the negative-ideal
alternative (11) are as follows:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.]
Assuming that the criteria are of equal significances, the matrix
of weights (13) becomes a unitary matrix:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.]
Let us give an example of calculation of Mahalanobis distance
applying expression (14).
The square of [MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.]
distance of the first alternative is calculated as follows:
[MATHEMATICAL EXPRESSION NOT REPRODUCIBLE IN ASCII.]
Others distances of Mahalanobis that are applied for estimating
relative significances of every other alternative solution are
calculated at the same way as described in the above example.
On purpose to compare the results, multicriteria analysis of
initial data (Table 1) was performed applying usual TOPSIS method (1-7),
as well as applying improved method, when correlation relations between
criteria are considered and Mahalanobis distance is used (8-20).
Calculation results of TOPSIS applying Euclidean distance and
Mahalanobis distance (TOPSIS-M) are presented in Table 5 and in Figure
1.
The presented calculation example proved the assumption that it was
possible to use alternative distance measures and to get different
answers for the same problem. Relative significances of alternatives
that describe revitalization possibilities of derelict and mismanaged
buildings differ when applying TOPSIS using Euclidean distance and
Mahalanobis distance (Table 5, Fig. 1).
[FIGURE 1 OMITTED]
Applying Euclidean distance the best alternative in terms of
sustainable development was reconstruction of rural buildings and
adapting them for production or commercial activities in areas of middle
development activity (alternative [A.sub.3]), the next one was in areas
of active development (alternative [A.sub.1]) and the last one was in
regressing areas (alternative [A.sub.2]). While applying Mahalanobis
distance it was estimated that relative significances of alternatives
and even ranking of alternatives was different. The optimal alternative
was [A.sub.1], namely reconstruction of buildings in areas of active
development. Relative significances of alternatives [A.sub.2] and
[A.sub.3] were rather similar in the analysed case.
4. Conclusions
1. Estimation of relative significances of alternatives better
correspond to real life situations when applying TOPSIS-M in multiple
criteria construction management decisions. Applying the proposed
TOPSIS-M method when estimation of significances of alternatives is
based on Mahalanobis distances, interrelations between criteria are
considered.
2. When correlation relations between criteria are considered,
relative significances as well as priority order of alternatives can
vary in comparison with usual TOPSIS method.
3. The presented calculation example proved that relative
significances of alternatives when applying TOPISIS and TOPSIS-M methods
varied from 8 to 35 percent, as well as a priority order of alternatives
changed from [A.sub.3] > [A.sub.1] > [A.sub.2] to [A.sub.1] >
[A.sub.3] > [A.sub.2]. Consequently, the above example proved that
the proposed modified method could have substantial influence on
decision making results.
4. When applying TOPSIS-M method in practice it is very important
properly to estimate correlation interrelations between criteria
describing decision alternatives. An estimation depends on a particular
problem and circumstances of a research.
doi: 20.3846/tede.2010.07
Received 13 June 2009; accepted 16 November 2009
Reference to this paper should be made as follows: Antucheviciene,
J.; Zavadskas, E. K.; Zakarevicius, A. 2010. Multiple criteria
construction management decisions considering relations between
criteria, Technological and Economic Development of Economy 16(1):
109-125.
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Vilnius Gediminas Technical University, Sauletekio al. 11, LT-10223
Vilnius, Lithuania E-mail: (1)
[email protected], (2)
[email protected], (3)
[email protected]
Jurgita ANTUCHEVICIENE. Doctor of Sciences. Associate Professor at
the Department of Construction Technology and Management at Vilnius
Gediminas Technical University, Vilnius, Lithuania. Research interests:
sustainable development, construction management, multiple criteria
analysis and decisionmaking theories.
Edmundas Kazimieras ZAVADSKAS. Doctor Habil, Professor, Principal
Vice-rector of Vilnius Gediminas Technical University and head of the
Department of Construction Technology and Management at Vilnius
Gediminas Technical University, Vilnius, Lithuania. Member of Lithuanian
and several foreign Academies of Sciences and Doctor honoris causa at
Poznan, Saint-Petersburg, and Kiev Universities. Research interests:
building technology and management, decision-making theory, automated
design and decision support systems.
Algimantas ZAKAREVICIuS. Doctor Habil. Professor at the Department
of Geodesy and Cadastre at Vilnius Gediminas Technical University,
Vilnius, Lithuania. Research interests: investigation of the recent
geodynamic processes, multiple statistical modelling and processing of
measurement results.
Jurgita Antucheviciene (1), Edmundas Kazimieras Zavadskas (2),
Algimantas Zakarevicius (3)
Table 1. Initial data
Alternatives
Optimisation
Criteria direction [A.sub.1] [A.sub.2] [A.sub.3]
[X.sub.1] max 39.9 34.8 40.0
[X.sub.2] min 31.7 29.1 30.3
[X.sub.3] max 51.7 55.9 55.8
[X.sub.4] max 98.4 94.7 78.1
[X.sub.5] min 273.6 238.6 288.8
[X.sub.6] max 3.4 2.6 3.8
[X.sub.7] max 21.6 22.0 26.6
Table 2. Normalized initial data
Alternatives
Criteria [A.sub.1] [A.sub.2] [A.sub.3]
[a.sub.1] 5.54 4.83 5.56
[a.sub.2] 5.37 4.93 5.14
[a.sub.3] 5.68 6.14 6.13
[a.sub.4] 3.80 3.66 3.02
[a.sub.5] 1.18 1.03 1.24
[a.sub.6] 0.69 0.53 0.78
[a.sub.7] 1.38 1.41 1.71
Table 3. Correlation matrix
Criteria [a.sub.1] [a.sub.2] [a.sub.3] [a.sub.4] [a.sub.5]
[a.sub.1] 1 -0.84 0.90 0.80 -0.46
[a.sub.2] -0.84 1 -0.97 -0.84 0.45
[a.sub.3] 0.90 -0.97 1 0.86 -0.47
[a.sub.4] 0.80 -0.84 0.86 1 -0.42
[a.sub.5] -0.46 0.45 -0.47 -0.42 1
[a.sub.6] 0.07 0.14 0.10 -0.02 0.48
[a.sub.7] 0.43 0.39 0.41 0.35 0.03
Criteria [a.sub.6] [a.sub.7]
[a.sub.1] 0.07 0.43
[a.sub.2] 0.14 0.39
[a.sub.3] 0.10 0.41
[a.sub.4] -0.02 0.35
[a.sub.5] 0.48 0.03
[a.sub.6] 1 0.55
[a.sub.7] 0.55 1
Table 4. Inverse correlation matrix
Criteria [a.sub.1] [a.sub.2] [a.sub.3] [a.sub.4] [a.sub.5]
[a.sub.1] 5.91 -2.87 -6.98 -0.73 0.53
[a.sub.2] -2.87 18.51 18.71 1.56 1.21
[a.sub.3] -6.98 18.71 26.93 -1.76 -0.14
[a.sub.4] -0.73 1.56 -1.76 4.38 -0.53
[a.sub.5] 0.53 1.21 -0.14 -0.53 2.16
[a.sub.6] -0.18 2.16 0.91 1.07 -1.39
[a.sub.7] -0.49 -0.85 -0.53 -0.47 0.24
Criteria [a.sub.6] [a.sub.7]
[a.sub.1] -0.18 -0.49
[a.sub.2] 2.16 -0.85
[a.sub.3] 0.91 -0.53
[a.sub.4] 1.07 -0.47
[a.sub.5] -1.39 0.24
[a.sub.6] 2.60 -1.21
[a.sub.7] -1.21 1.92
Table 5. Ranking results
Alternatives [C.sub,j]
TOPSIS TOPSIS-M
[A.sub.1] 0.545 0.662
[A.sub.2] 0.396 0.428
[A.sub.3] 0.605 0.439