Trapezoidal Interval Type-2 Fuzzy PIPRECIA-MARCOS Model for Management Efficiency of Traffic Flow on Observed Road Sections

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dc.citation.spage2652
dc.citation.volume11
dc.contributor.authorXu, Wei
dc.contributor.authorKumar Das, Dillip
dc.contributor.authorStević, Željko
dc.contributor.authorSubotić, Marko
dc.contributor.authorAlrasheedi, Adel F.
dc.contributor.authorSun, Shiru
dc.date.accessioned2024-12-02T13:14:33Z
dc.date.available2024-12-02T13:14:33Z
dc.date.issued2023
dc.description.abstractRoad infrastructure management is an extremely important task of traffic engineering. For the purpose of efficient management, it is necessary to determine the efficiency of the traffic flow through PAE 85%, AADT and other exploitation parameters on the one hand, and the number of different types of traffic accidents on the other. In this paper, a novel TrIT2F (trapezoidal interval type-2 fuzzy) PIPRECIA (pivot pairwise relative criteria importance assessment)-TrIT2F MARCOS (measurement of alternatives and ranking according to compromise solution) was developed in order to, in a defined set of 14 road segments, identify the most efficient one for data related to light goods vehicles. Through this the aims and contributions of the study can be manifested. The evaluation was carried out on the basis of seven criteria with weights obtained using the TrIT2F PIPRECIA, while the final results were presented through the TrIT2F MARCOS method. To average part of the input data, the Dombi and Bonferroni operators have been applied. The final results of the applied TrIT2F PIPRECIA-TrIT2F MARCOS model show the following ranking of road segments, according to which Vrhovi–Šešlije M-I-103 with a gradient of 􀀀1.00 represents the best solution: A5 > A8 > A2 > A1 > A4 > A3 > A6 > A12 > A13 = A14 > A11 > A7 > A9 > A10. In addition, the validation of the obtained results was conducted by changing the values of the four most important criteria and changing the size of the decision matrix. Tests have shown great stability of the developed TrIT2F PIPRECIA-TrIT2F MARCOS model.
dc.identifier.doi10.3390/math11122652
dc.identifier.urihttps://vaseljena.ues.rs.ba/handle/123456789/1367
dc.language.isoen
dc.publisherMDPI
dc.sourceMathematics
dc.subjecttrapezoidal interval type-2 fuzzy set; traffic flow; road; TrIT2F PIPRECIA; TrIT2F MARCOS; light goods vehicles
dc.titleTrapezoidal Interval Type-2 Fuzzy PIPRECIA-MARCOS Model for Management Efficiency of Traffic Flow on Observed Road Sections
dc.typeArticle
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Саобраћајни факултет [Научни радови] / Faculty of Transport and Traffic Engineering [Scientific papers]