An Integrated Multi-Criteria Decision Model to Select Sustainable Construction Projects under Intuitionistic Fuzzy Conditions
Abstract
:1. Introduction
- Introducing a new integrated weighting method based on the CRITIC and ideal point approaches under uncertainty.
- Extending an ideal point approach for weighting criteria in an IF environment.
- Proposing a new combined ranking method based on the ARAS and EDAS approaches under uncertainty.
- Expanding an MCDM problem for the weighting and ranking of IFS situations.
2. Preliminaries
3. Proposed New Integrated Soft Computing Model
- IFSs evaluate both benefits (memberships) and weaknesses (non-memberships) of a considered answer, and the ambiguous area is taken into account, as well [59].
- IFSs transform an unclear practice unit problem into a specific and well-described optimization problem.
- IFSs, unlike ordinary fuzzy sets, keep a metric degree of uncertainty [60].
- The IFS separates the positive and negative information for membership of an element in the set [61].
4. Case Study
5. Discussion of Results
5.1. Sensitivity Analysis
5.2. Comparative Analysis
6. Conclusions and Future Suggestions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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Linguistic Variables | Intuitionistic Fuzzy Values |
---|---|
Extremely high (EH) | |
Very very high (VVH) | |
Very high (VH) | |
High (H) | |
Medium high (MH) | |
Medium (M) | |
Medium low (ML) | |
Low (L) | |
Very low (VL) | |
Very very low (VVL) |
Criteria | Alternatives | ||||||
---|---|---|---|---|---|---|---|
H | VH | M | ML | MH | M | M | |
H | M | M | MH | H | MH | MH | |
MH | VL | M | H | MH | M | M | |
MH | VH | M | H | M | M | ML | |
VL | ML | VH | H | ML | H | M | |
VL | ML | H | VH | L | H | M | |
L | ML | VH | VH | ML | MH | MH | |
ML | L | H | VH | M | H | H | |
MH | L | M | M | H | H | MH |
Criteria | Alternatives | ||||||
---|---|---|---|---|---|---|---|
VH | H | ML | M | M | M | MH | |
MH | VH | M | MH | H | M | M | |
H | ML | MH | H | MH | MH | M | |
M | VH | M | H | M | M | ML | |
VL | ML | VH | H | ML | H | M | |
ML | ML | H | VH | L | H | M | |
VL | VL | H | H | ML | MH | H | |
L | ML | H | VH | M | H | MH | |
H | H | MH | M | MH | H | MH |
Criteria | Alternatives | ||||||
---|---|---|---|---|---|---|---|
VH | VH | M | L | H | M | MH | |
VH | VH | M | MH | H | MH | M | |
MH | VL | M | H | MH | M | MH | |
MH | VH | M | VH | M | MH | M | |
ML | L | H | VH | ML | H | M | |
ML | ML | H | VH | L | H | M | |
L | ML | H | H | ML | MH | MH | |
ML | ML | H | VH | M | H | H | |
MH | H | M | M | H | MH | MH |
Criteria | Alternatives | ||||||
---|---|---|---|---|---|---|---|
[0.76436 0.13564] | [0.76931 0.13069] | [0.46931 0.43069] | [0.38020 0.50297] | [0.60297 0.29703] | [0.50000 0.40000] | [0.56436 0.33564] | |
[0.70297 0.19703] | [0.69307 0.20693] | [0.50000 0.40000] | [0.60000 0.30000] | [0.70000 0.20000] | [0.56931 0.33069] | [0.53564 0.36436] | |
[0.36931 0.73069] | [0.80792 0.32673] | [0.46931 0.63069] | [0.30000 0.80000] | [0.40000 0.70000] | [0.46931 0.63069] | [0.46634 0.63366] | |
[0.43069 0.66931] | [0.20000 0.90000] | [0.50000 0.60000] | [0.26634 0.83366] | [0.50000 0.60000] | [0.46634 0.63366] | [0.56634 0.53366] | |
[0.20099 0.66584] | [0.34950 0.53366] | [0.76634 0.13366] | [0.73366 0.16634] | [0.40000 0.50000] | [0.70000 0.20000] | [0.50000 0.40000] | |
[0.29307 0.58911] | [0.40000 0.50000] | [0.70000 0.20000] | [0.80000 0.10000] | [0.25000 0.60000] | [0.70000 0.20000] | [0.50000 0.40000] | |
[0.79604 0.35396] | [0.69208 0.42327] | [0.26436 0.83564] | [0.26436 0.83564] | [0.60000 0.50000] | [0.40000 0.70000] | [0.36931 0.73069] | |
[0.64604 0.46931] | [0.65347 0.46436] | [0.30000 0.80000] | [0.20000 0.90000] | [0.50000 0.60000] | [0.30000 0.80000] | [0.33069 0.76931] | |
[0.63069 0.26931] | [0.53960 0.34257] | [0.53069 0.36931] | [0.50000 0.40000] | [0.66931 0.23069] | [0.66634 0.23366] | [0.60000 0.30000] |
Criteria | Alternatives | ||||||
---|---|---|---|---|---|---|---|
0.81436 | 0.18317 | 0.81931 | 0.33069 | 0.51931 | 0.52525 | 0.43861 | |
0.75297 | 0.25198 | 0.74307 | 0.35347 | 0.55000 | 0.40000 | 0.65000 | |
0.31931 | 0.46139 | 0.74059 | 0.42871 | 0.41931 | 0.66535 | 0.25000 | |
0.38069 | 0.73465 | 0.15000 | 0.70000 | 0.45000 | 0.66683 | 0.21634 | |
0.26757 | 0.65817 | 0.40792 | 0.38366 | 0.81634 | 0.20000 | 0.78366 | |
0.35198 | 0.59455 | 0.45000 | 0.40000 | 0.75000 | 0.20000 | 0.85000 | |
0.72104 | 0.33094 | 0.63441 | 0.57946 | 0.21436 | 0.78564 | 0.21436 | |
0.58837 | 0.40792 | 0.59455 | 0.58218 | 0.25000 | 0.80000 | 0.15000 | |
0.68069 | 0.36485 | 0.59851 | 0.40594 | 0.58069 | 0.43465 | 0.55000 |
Criteria | Alternatives | ||||||
---|---|---|---|---|---|---|---|
0.81436 | 0.18317 | 0.81931 | 0.33069 | 0.51931 | 0.52525 | 0.43861 | |
0.75297 | 0.25198 | 0.74307 | 0.35347 | 0.55000 | 0.40000 | 0.65000 | |
0.31931 | 0.46139 | 0.74059 | 0.42871 | 0.41931 | 0.66535 | 0.25000 | |
0.38069 | 0.73465 | 0.15000 | 0.70000 | 0.45000 | 0.66683 | 0.21634 | |
0.26757 | 0.65817 | 0.40792 | 0.38366 | 0.81634 | 0.20000 | 0.78366 | |
0.35198 | 0.59455 | 0.45000 | 0.40000 | 0.75000 | 0.20000 | 0.85000 | |
0.72104 | 0.33094 | 0.63441 | 0.57946 | 0.21436 | 0.78564 | 0.21436 |
Criteria | ||||
---|---|---|---|---|
0.51867 | 0.57634 | 0.51867 | 0.57634 | |
0.52878 | 0.48504 | 0.52878 | 0.48504 | |
0.46924 | 0.43224 | 0.46924 | 0.43224 | |
0.47122 | 0.58034 | 0.47122 | 0.58034 | |
0.50248 | 0.60954 | 0.50248 | 0.60954 | |
0.51379 | 0.56304 | 0.51379 | 0.56304 | |
0.49717 | 0.58868 | 0.49717 | 0.58868 |
Criteria | ||
---|---|---|
[0.01171 0.00766] | 0.04459 | |
[0.00758 0.00431] | 0.03912 | |
[0.00692 0.00685] | 0.04134 | |
[0.00874 0.01389] | 0.05349 | |
[0.01305 0.01134] | 0.04717 | |
[0.01162 0.00872] | 0.04410 | |
[0.01264 0.01327] | 0.05501 | |
[0.00912 0.01257] | 0.05246 | |
[0.00248 0.00148] | 0.02371 |
Alternative | |
---|---|
0.05246 | |
0.05258 | |
0.05208 | |
0.05520 | |
0.04879 | |
0.05074 | |
0.04866 |
Criteria | CRITIC Method | Ideal Point Method | Final Weights |
---|---|---|---|
0.12337 | 0.11121 | 0.11135 | |
0.10383 | 0.09755 | 0.09762 | |
0.09253 | 0.10308 | 0.10296 | |
0.12423 | 0.13339 | 0.13329 | |
0.13048 | 0.11764 | 0.11779 | |
0.12053 | 0.10998 | 0.11011 | |
0.12601 | 0.13718 | 0.13706 | |
0.11816 | 0.13083 | 0.13068 | |
0.06087 | 0.05912 | 0.05914 |
Criteria | Alternatives | ||||||
---|---|---|---|---|---|---|---|
0.53687 | 0.53745 | 0.50226 | 0.49280 | 0.51794 | 0.50586 | 0.51341 | |
0.52547 | 0.52447 | 0.50503 | 0.51510 | 0.52517 | 0.51201 | 0.50862 | |
0.48233 | 0.52353 | 0.49211 | 0.47555 | 0.48533 | 0.49211 | 0.49182 | |
0.48463 | 0.45492 | 0.49356 | 0.46346 | 0.49356 | 0.48922 | 0.50210 | |
0.47116 | 0.48858 | 0.53925 | 0.53519 | 0.49380 | 0.53102 | 0.50620 | |
0.48294 | 0.49424 | 0.52881 | 0.54034 | 0.47983 | 0.52881 | 0.50576 | |
0.52909 | 0.51769 | 0.46241 | 0.46241 | 0.50658 | 0.48026 | 0.47622 | |
0.51100 | 0.51177 | 0.46888 | 0.45643 | 0.49378 | 0.46888 | 0.47270 | |
0.51084 | 0.50591 | 0.50484 | 0.50300 | 0.51316 | 0.51298 | 0.50900 |
Alternative | ||
---|---|---|
4.53434 | 0.46526 | |
4.55856 | 0.50944 | |
4.49715 | 0.35180 | |
4.44428 | 0.36535 | |
4.50914 | 0.41516 | |
4.52115 | 0.34387 | |
4.48584 | 0.45025 |
Alternative | ARAS Method | EDAS Method | Integration Approach | Final Rank |
---|---|---|---|---|
8.96086 | 0.46526 | 4.71306 | 2 | |
9.00872 | 0.50944 | 4.75908 | 1 | |
8.88737 | 0.35180 | 4.61959 | 6 | |
8.78289 | 0.36535 | 4.57412 | 7 | |
8.91107 | 0.41516 | 4.66311 | 3 | |
8.93480 | 0.34387 | 4.63934 | 5 | |
8.86502 | 0.45025 | 4.65764 | 4 |
0.1 | 8.11130 | 8.15879 | 8.03382 | 7.94113 | 8.06148 | 8.07571 | 8.02354 |
0.2 | 7.26174 | 7.30887 | 7.18026 | 7.09938 | 7.21189 | 7.21662 | 7.18207 |
0.3 | 6.41218 | 6.45894 | 6.32670 | 6.25763 | 6.36230 | 6.35752 | 6.34059 |
0.4 | 5.56262 | 5.60901 | 5.47314 | 5.41587 | 5.51270 | 5.49843 | 5.49911 |
0.5 | 4.71306 | 4.75908 | 4.61959 | 4.57412 | 4.66311 | 4.63934 | 4.65764 |
0.6 | 3.86350 | 3.90915 | 3.76603 | 3.73236 | 3.81352 | 3.78024 | 3.81616 |
0.7 | 3.01394 | 3.05923 | 2.91247 | 2.89061 | 2.96393 | 2.92115 | 2.97468 |
0.8 | 2.16438 | 2.20930 | 2.05891 | 2.04886 | 2.11434 | 2.06205 | 2.13321 |
0.9 | 1.31482 | 1.35937 | 1.20535 | 1.20710 | 1.26475 | 1.20296 | 1.29173 |
Alternative | IF-TOPSIS Method | IF-TOPSIS rank | Proposed Approach | Final Rank |
---|---|---|---|---|
0.50078 | 2 | 4.71306 | 2 | |
0.50633 | 1 | 4.75908 | 1 | |
0.49654 | 6 | 4.61959 | 6 | |
0.49060 | 7 | 4.57412 | 7 | |
0.49964 | 3 | 4.66311 | 3 | |
0.49783 | 5 | 4.63934 | 5 | |
0.49958 | 4 | 4.65764 | 4 |
Alternative | IF-TOPSIS Method | IF-TOPSIS DD Value | IVIF-TOPSIS Rank | Proposed Approach | Proposed Approach DD Value | Final Rank |
---|---|---|---|---|---|---|
0.49060 | 1.21248 | 7 | 4.57412 | 0.99407 | 7 | |
0.49654 | 0.25792 | 6 | 4.61959 | 0.42752 | 6 | |
0.49783 | 0.35275 | 5 | 4.63934 | 0.39445 | 5 | |
0.49958 | 0.01256 | 4 | 4.65764 | 0.11744 | 4 | |
0.49964 | 0.22662 | 3 | 4.66311 | 1.07117 | 3 | |
0.50078 | 1.10979 | 2 | 4.71306 | 0.97579 | 2 | |
0.50633 | 1 | 4.75905 | 1 |
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Salimian, S.; Mousavi, S.M.; Tupenaite, L.; Antucheviciene, J. An Integrated Multi-Criteria Decision Model to Select Sustainable Construction Projects under Intuitionistic Fuzzy Conditions. Buildings 2023, 13, 848. https://doi.org/10.3390/buildings13040848
Salimian S, Mousavi SM, Tupenaite L, Antucheviciene J. An Integrated Multi-Criteria Decision Model to Select Sustainable Construction Projects under Intuitionistic Fuzzy Conditions. Buildings. 2023; 13(4):848. https://doi.org/10.3390/buildings13040848
Chicago/Turabian StyleSalimian, Sina, Seyed Meysam Mousavi, Laura Tupenaite, and Jurgita Antucheviciene. 2023. "An Integrated Multi-Criteria Decision Model to Select Sustainable Construction Projects under Intuitionistic Fuzzy Conditions" Buildings 13, no. 4: 848. https://doi.org/10.3390/buildings13040848