Next Article in Journal
A Maximum Power Point Tracking Algorithm of Load Current Maximization-Perturbation and Observation Method with Variable Step Size
Next Article in Special Issue
Use of Determination of the Importance of Criteria in Business-Friendly Certification of Cities as Sustainable Local Economic Development Planning Tool
Previous Article in Journal
Sustainable and Special Economic Zone Selection under Fuzzy Environment: A Case of Pakistan
Previous Article in Special Issue
A Novel Integrated Subjective-Objective MCDM Model for Alternative Ranking in Order to Achieve Business Excellence and Sustainability
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Application of the AHP-BWM Model for Evaluating Driver Behavior Factors Related to Road Safety: A Case Study for Budapest

1
Department of Transport Technology and Economics, Faculty of Transportation Engineering and Vehicle Engineering, Budapest University of Technology and Economics, Műegyetem rkp. 3, 1111 Budapest, Hungary
2
Department of Geoinformatics, University of Salzburg, 5020 Salzburg, Austria
*
Author to whom correspondence should be addressed.
Symmetry 2020, 12(2), 243; https://doi.org/10.3390/sym12020243
Submission received: 1 January 2020 / Revised: 16 January 2020 / Accepted: 26 January 2020 / Published: 5 February 2020

Abstract

:
The use of driver behavior has been considered a complex way to solve road safety complications. Car drivers are usually involved in various risky driving factors which lead to accidents where people are fatally or seriously injured. The present study aims to dissect and rank the significant driver behavior factors related to road safety by applying an integrated multi-criteria decision-making (MCDM) model, which is structured as a hierarchy with at least one 5 × 5 (or bigger) pairwise comparison matrix (PCM). A real-world, complex decision-making problem was selected to evaluate the possible application of the proposed model (driver behavior preferences related to road safety problems). The application of the analytic hierarchy process (AHP) alone, by precluding layman participants, might cause a loss of reliable information in the case of the decision-making systems with big PCMs. Evading this tricky issue, we used the Best Worst Method (BWM) to make the layman’s evaluator task easier and timesaving. Therefore, the AHP-BWM model was found to be a suitable integration to evaluate risky driver behavior factors within a designed three-level hierarchical structure. The model results found the most significant driver behavior factors that influence road safety for each level, based on evaluator responses on the driver behavior questionnaire (DBQ). Moreover, the output vector of weights in the integrated model is more consistent, with results for 5 × 5 PCMs or bigger. The proposed AHP-BWM model can be used for PCMs with scientific data organized by traditional means.

1. Introduction

According to the Hungarian Central Statistical Office data, there were 625 road fatalities in 2017, a 2.9% increase when compared to 2016 [1]. The investigations of the Road Safety Action Program declare that human-related factors caused most of the accidents. Therefore, handling them befits the highly dynamic objective of road safety action. The Road Safety Action Program (2014–2016) was incorporated into the Hungarian Transport Strategy, which also set objectives to reduce the number of road fatalities by 50% between 2010 and 2020 [2].
The previous research done to estimate drivers’ perceptions of accident risk revealed that the main factors related to the driver which directly affect road safety included driving behavior, driving experience, and the driver’s perception of traffic risks [3]. Drivers are generally involved in actions that cause safety problems for both themselves and other road users. Many driver behavior factors were observed as being dynamic, intentional rule violations, and errors due to less driving experience, while others were the result of inattention, momentary mistakes, or failure to conduct a function, the latter often related to age [4,5].
Driving behavior identification has been observed as a central condition for traffic research and investigations, which generally give practical information in three principal subjects: road safety analysis, microscopic traffic simulation, and intelligent transportation systems (ITS) [6]. Identifying the driver’s characteristics is essential to ease the driver’s workload and enhance the essential services of active vehicle safety systems. However, these systems, based on the average of the driver’s performance and the individual driver’s attitudes, were seldom taken into consideration [7].
There have been ample efforts made to detect and remediate behaviors that reduce driving safety. Among the many tools developed to identify problematic driver behaviors, the driver behavior questionnaire (DBQ) stands out for its longevity and dominant employment [8]. In order to analyze risky driving behavior for road safety, the DBQ was first used as an operational tool in related studies in the 1990s [9,10].
Multi-criteria decision-making (MCDM) models have provided decision-makers with the best solutions for the complex problems of dealing with several criteria [11]. MCDM models have been successfully used in a wide range of problems in varied fields, including complex transportation systems [12,13]. The analytic hierarchy process (AHP) is considered to be one of the most common MCDM models that supports decision-makers to identify and solve real-world problems. However, the conventional AHP glosses over assorted impediments, such as the menial pairwise comparisons (PCs) and the lack of consistency in some cases. Furthermore, it requires more efforts from the evaluators [14]. There are also some gaps, such as the eigenvector optimality problem and the fact that it ignores the interrelations among the different factors at different levels [15,16,17,18,19].
However, it is inconceivable to neglect the inconsistency in the pairwise comparison matrix (PCM), since inconsistency usually occurs in practice [20,21]. The inconsistency issue of the PCM is the notable drawback of the AHP, and this may lead to fallacious results. This would occur mainly if the PCM is 5 × 5 or bigger in the decision structure, where the tolerably consistent filling of this sized matrix requires significant cognitive effort from non-expert evaluators [16].
To overcome the lack of consistency in the conventional AHP and minimize the PCs in the questionnaire survey, Rezaei created Best Worst Method (BWM) [22], which aims to unburden decision-makers by requiring less pairwise comparisons than the conventional AHP procedure. As it is a new technique, it only has a few applications, and some questions remain open in terms of the conditions and limitations related to the usage of parsimonious AHP. For the BWM itself, the satisfactory consistency ratio value and the inconsistency amelioration methods can be addressed. When it comes to the BWM within other contexts, uncertainty could be investigated. The multi-optimality solution of the model in the BWM could be solved from other perspectives [23].
This paper proposes an integrated model of AHP-BWM to overcome the disadvantages of the traditional AHP method in the case of 5 × 5 or larger PCMs in the decision structure. Additionally, this model gives a few PCs and allows for the high consistency of the PCM. Moreover, we attempt to apply BWM to equal or larger than 5 × 5 PCMs, which might be demanding for layman evaluators. Even though Saaty clarified that the consistency would be very poor when the factor numbers exceed 7 ± 2 [14], it is originally a theoretical verification of Miller’s psychological investigation [24]. However, the proposed model leads to more consistent and reliable results, with a smaller number of PCs for designated matrices.

2. Materials and Methods

2.1. Driver Behavior Questionnaire (DBQ) Survey

The questionnaire survey technique is a predefined series of questions used to collect data from individuals [9,10]. Some recent studies applied the driver behavior questionnaire to assess the real-world situation, by considering the significant traffic safety factors and interrelations between the observed factors [17,25]. This study utilized the driver behavior questionnaire (DBQ) as a tool to collect driver behavior data based on perceived road safety issues. The case study has been conducted using experienced drivers in the Hungarian capital city, Budapest. To do so, car drivers with at least fifteen years of driving experience were asked to fill in the DBQ face-to-face, which enhanced its reliability. The questionnaire survey was designed in two parts: The first part intended to accumulate demographic data about the participants, and these results are tabulated in Table 1. The results state the mean and standard deviation (SD) values of observed characteristics such as age, gender and driving experience based on drivers’ responses to the DBQ.
The second part of the DBQ, which has a design based on the Saaty scale, is used to analyze the significant driver behavior factors related to road safety. The previous study identified three types of deviant driving behavior, i.e., errors, lapses and violations, and investigated the relationship between driving behavior and accident involvement [9]. Some previous studies utilized the extended version of the DBQ to measure aberrant driver behaviors such as aggressive and ordinary violations, lapses and errors. Accordingly, these driver behaviors were defined as “errors” in unintended acts or decisions, while “slips and lapses” are tasks which we do without much conscious consideration. Furthermore, “violations” are intentional failures—intentionally doing incorrect action [26,27,28]. An “aggressive violation” was defined as inconsistent behavior towards other road users [27]. For evaluation purposes, the driver behavior factors are designed in a three-level hierarchical structure and each factor is symbolized with an ‘F’, as shown in Figure 1. These driver behavior factors have a significant influence on road safety, as discussed in the foregoing study [17].

2.2. Overview of the Conventional Analytic Hierarchy Process (AHP)

The conventional AHP method is based on the hierarchical decision structure, which is constructed from decision elements of the complex decision issue, and it was applied extensively in many areas [29,30,31]. The hierarchical structure generally consists of multi-levels where the principal elements and sub-elements are located, and the importance of the linkages among the elements in the different levels determine the global scores for the elements in the last level. The main steps of the conventional AHP are:
  • Setting up the hierarchical structure of the decision problem
  • Constructing PCMs based on the hierarchy
  • Preparing the questionnaire survey
  • Checking the consistency
  • Aggregation by the geometric mean
  • Deriving weight vectors
  • Calculating the global scores
  • Sensitivity analysis
The PCM is a positive square matrix A x , where x i j > 0 is the subjective ratio between w i and w j , and w x is the weight score from the A x . The following equation can calculate Saaty’s eigenvector method, which is defined for the PCMs:
A · w x = λ m a x · w x     w x ( A λ m a x · I )
where the maximum eigenvalue of the A matrix is λ m a x .
The structure of a (6 × 6) consistent with theoretical PCMs is defined as (2).
[ w 1 / w 1 w 1 / w 2 w 1 / w 3 w 2 / w 1 w 2 / w 2 w 2 / w 3 w 1 / w 4 w 1 / w 5 w 1 / w 6 w 2 / w 4 w 2 / w 5 w 2 / w 6 w 3 / w 1 w 3 / w 2 w 3 / w 3 w 4 / w 1 w 4 / w 2 w 4 / w 3 w 3 / w 4 w 3 / w 5 w 3 / w 6 w 4 / w 4 w 4 / w 5 w 4 / w 6 w 5 / w 1 w 5 / w 2 w 5 / w 3 w 6 / w 1 w 6 / w 2 w 6 / w 3 w 5 / w 4 w 5 / w 5 w 5 / w 6 w 6 / w 4 w 6 / w 5 w 6 / w 6 ]
For every PCM, the reciprocity is primarily performed x j i = 1 / x i j where x i i = 1 is ensured. However, consistency is probably not performed for empirical matrices. The consistency criterion:
x i k = x i j · x j k
The questionnaire surveys were filled out by the evaluators, taking into consideration the evaluated driver behavior factors related to road safety established on the Saaty scale. This scale ranges from 1 for the case that two elements have the same importance to 9 when one element is favored by at least an order of magnitude [14]. The empirical matrices are generally not consistent in the eigenvector method despite being filled by the evaluators.
Saaty created the consistency check in order to examine the PCM consistency, which in turn provides robust outcomes.
CI = λ m a x m m 1
where CI is the consistency index, and the maximum eigenvalue of the PCM is λ m a x , and m is the number of rows in the matrix. While the following equation can compute the consistency ratio (CR):
CR = CI/RI
where the average of the consistency index is (RI) and its values are presented in (Table 2). The agreeable value of CR in the AHP approach is CR < 0.1.
Sensitivity analysis enables the perception of the effects of alternates in the main element on the sub-element ranking, and helps the decision-maker to check the stability of results throughout the process.

2.3. Overview of the Best Worst Method (BWM)

The general BWM method for criteria and alternatives has been used to derive the weights of the criteria, with a smaller number of comparisons and a more consistent comparison role. The best criterion is the one which has the most vital role in making the decision, while the worst criterion has the opposite role [22]. Furthermore, not only does BWM derive the weights independently, but it can also be combined with other multi-criteria decision-making methods [32,33,34].
The main steps can be summarized as the following:
  • Setting up decision problem elements
  • Defining the most important and the least important element
  • Defining the preference of the most important element over all the other elements
  • Defining the preference of the least important element over all the other elements
  • Checking the consistency
  • Measuring the weight scores
We consider a set of elements ( e 1 ,   e 2 , ,   e n ) and then select the most important element and compare it to others using the Saaty scale (1–9). Accordingly, this indicates that the most important element to other vectors would be: E a = ( e a 1 ,   e a 2 , ,   e a n ) , and obviously e a a = 1 . However, the least important element to other vectors would be E b = ( e 1 b ,   e 2 b , ,   e n b ) T by using the same scale.
After deriving the optimal weight scores, the consistency was checked through computing the consistency ratio from the following formula:
C R = ξ * C o n s i s t e n c y   I n d e x
where Table 3 provides us with the consistency index values:
To obtain an optimal weight for all elements, the maximum definite differences are | w a w j e a j | and | w j w b e j b | , and for all j is minimised. If we assumed a positive sum for the weights, the following problem would be solved:
min m a x j { | w a w j e a j | , | w j w b e j b | } s . t . j b j = 1 b j 0 ,   for   all   j
The problem could be transferred to the following problem:
min ξ s . t . | w a w j e a j | ξ ,   for   all   j | w j w b e j b | ξ   for   all   j j b j = 1 b j 0 ,   for   all
By solving this problem, we obtain the optimal weights and ξ * .

2.4. The Proposed AHP-BWM Model

Let us have n criteria structured in a decision problem into m levels. Thus, we have k = 1 , ,   m levels in the decision. Let us denote j criteria on a certain level of the decision, in order to denote a criterion on a certain level in which we might have h criteria.
j = 1 , ,   h and J are the set of all criteria of a decision such as J = 1 , ,   n . Consequently, means respectively, the first criterion on the first level, and so forth.
The first step of the suggested method is to select a level or levels to decide how the parsimonious AHP will be conducted. It is proposed that we select level(s) which have ‘h’ in their title, so that the level(s) can be considered to be worth enough in number, relieving the evaluators from numerous pairwise comparisons. Moreover, it is recommended (following Saaty’s 7   ±   2 rule for a PCM) to select level(s) for which PCMs larger or equal to 5 × 5 should be evaluated [14]. Based on own experience, the pairwise comparisons for a 5 × 5 matrix might be demanding for layman evaluators.
In the simple AHP approach, in order to obtain a completed matrix for n factor, we need to evaluate n ( n 1 ) / 2 PCs. For the BWM method, we need 2 n 3 pairwise comparisons. This matter shows that BWM is an efficient approach to save time and effort for both evaluators and analyzers. For example, if we have just ten criteria, this means that we have to make 45 comparisons with simple AHP for them, however, if we select BWM for this PCM then this is just 17 comparisons.
At the first level of the hierarchical model, the evaluators filled the matrix by factors with symbols f 12 ,   f 13 ,   f 23 in order to compare F1, F2 and F3.
In the pure AHP, the evaluator has to evaluate twenty-eight comparisons (12 comparisons for four (3 × 3) matrices + 1 comparison for one (2 × 2) matrix + 15 comparisons for (6 × 6) matrix).
However, in the proposed AHP-BWM model, the evaluator has to evaluate only twenty comparisons. The main steps of the proposed AHP-BWM model are discussed in Figure 2.

3. Results and Discussion

The AHP-BWM model was applied based on the size of matrices to more effectively evaluate the driver behavior factors related to road safety. Firstly, the analytic hierarchy process which was used for the hierarchical structure contains four (3 × 3) matrices and one (2 × 2) matrix. The best worst method was applied at the third level for the (6 × 6) matrix to compute the weight scores; this method helps us to perform nine comparisons for the (6 × 6) matrix instead of 15 comparisons if the AHP was applied. Furthermore, the reliability of the PCs’ consistency in AHP and BWM was checked, and it was acceptable for all of them. The aggregated scores for F121, F122, F123, F124, F125 and F126 are depicted in Table 4.
For the first level, the AHP results showed that “violations” (F1) is the highest ranked driver behavior factor related to road safety based on evaluator answers on the DBQ. The previous study observed that “road traffic violations (RTVs)” is the most critical behavior that causes certain risk to other road users [35]. Another study noticed that “violations” along with “errors” positively correlated with self-reported accident involvement [36]. After that, the results observed “errors” (F3) as a second rank factor, followed by “lapses” (F2), as shown in Table 5.
For the second level, the AHP results indicated that “aggressive violation” (F12) is the most important driver behavior factor related to road safety. The previous study found an important relationship between aggressive violations and the number of accidents for Finland and Iran [37]. In addition, a recent study observed a positive correlation between the more aggressive violations and accident involvement [38]. Furthermore, the results evaluated “fail to apply brakes in road hazards” (F33) as the second most significant factor compared to other related factors.
The previous study noted that more fatalities and a high number of impact speed crashes could occur if the driver does not apply the brakes [39,40]. Meanwhile, “visual scan wrongly” (F32) is observed to be the lowest ranked driver behavior factor related to road safety, as shown in Table 6.
For the third level, the combined AHP-BWM model was applied to one (3 × 3) matrix (AHP) and one (6 × 6) matrix (BWM). The model results showed “drive with alcohol use” (F126) as the most significant driver behaviour factor related to road safety. This result can be justified by looking at Hungarian driving laws; there is a zero-tolerance policy towards drinking and driving [41]. Subsequently, the model results observed “disobey traffic lights” (F123) as the second ranked factor, followed by “failing to yield pedestrian” (F122). The previous study observed “beating traffic lights” as one of the frequent causes for the high number of crashes and injuries [42]. The results showed “fail to use personal intelligence” (F111) as the lowest ranked driver behavior factor compared to other related factors as shown in Table 7.
The recent DBQ study also evaluated “failing to use personal intelligent assistant” as the least respected driver behavior by Budapest and Islamabad drivers [43]. The application of the AHP-BWM model resulted in more consistent weights, facilitating the completion of prepared questionnaires for the decision-makers.

4. Conclusions

The use of driver behavior identification has been considered an important and complex way to solve road issues because of the large amount of driver behavior data and its variation. In this paper, we described some tricky AHP problems, and then designed an advanced AHP-BWM model for evaluating the driver behavior factors related to road safety. The study utilized the driver behavior questionnaire designed using the Saaty scale to collect driver behavior data from experienced drivers with at least fifteen years of driving experience. The proposed AHP-BWM model helps to evaluate the driver behavior factors in a three-level hierarchical structure, with less evaluation time and better understandability for evaluators due to fewer comparisons compared to the conventional AHP. The obtained model results are more reliable compared to those of conventional models due to more consistent PCs, which increase the efficiency of the proposed model.
The study evaluation outcomes show that “violations” is the most significant factor that influences road safety, followed by “errors” for the first level of the hierarchical structure. For the second level, the AHP results found that “aggressive violations” is the most important driver behavior factor related to road safety, followed by “fail to apply brakes in road hazards”, based on the drivers’ responses. The results showed “visual scan wrongly” as the least significant driver behavior factor related to road safety. For the third level, the AHP-BWM model results evaluated that “drive with alcohol use” is the most important factor followed by “disobey traffic lights”, compared to other related factors. However, the model results found “failing to use personal intelligence” to be the least significant driver behavior factor related to road safety.
By considering further research, it is clear that many other AHP-BWM model applications are necessary to become familiar with analyzing different real-world characteristics. The measurable benefits are clear, it provides a faster and cheaper survey process, and undoubtedly the survey pattern can be extended more easily using this technique than applying the conventional AHP with the complex PC questionnaire. However, this paper merely provides one example, but many other applications can ultimately verify the technique. The combined AHP-BWM model will help researchers to improve their future research by improving the consistency with fewer PCs and saving time for analyzing collected data.

Author Contributions

Conceptualization, S.M. and D.F.; methodology, S.M.; software, S.M.; validation, formal analysis, S.M.; resources, D.F., S.M. and O.G.; data curation, D.F. and S.M.; writing—original draft preparation, D.F., S.M., and O.G.; writing—review and editing, D.F., S.M., O.G., and T.B.; funding, T.B. All authors have read and agreed to the published version of the manuscript.

Funding

This research is partly funded by the Austrian Science Fund (FWF) through the GIScience Doctoral College (DK W 1237-N23).

Conflicts of Interest

The authors declare no conflict of interest.

References

  1. KSH. Road Accidents Involving Personal Injury (2001–2017); Update: 24.08.2018; KSH: Budapest, Hungary, 2018. [Google Scholar]
  2. OECD/ITF. Road Safety Annual Report; OECD: Paris, France; ITF: London, UK, 2016. [Google Scholar]
  3. De Oña, J.; De Oña, R.; Eboli, L.; Forciniti, C.; Mazzulla, G. How to identify the key factors that affect driver perception of accident risk. A comparison between Italian and Spanish driver behavior. Accid. Anal. Prev. 2014, 73, 225–235. [Google Scholar] [CrossRef] [PubMed]
  4. Stanton, N.A.; Salmon, P.M. Human error taxonomies applied to driving: generic driver error taxonomy and its implications for intelligent transport systems. Saf. Sci. 2009, 47, 227–237. [Google Scholar] [CrossRef]
  5. Wierwille, W.W.; Hanowski, R.J.; Hankey, J.M.; Kieliszewski, C.A.; Lee, S.E.; Medina, A.; Keisler, A.S.; Dingus, T.A. Identification and Evaluation of Driver Errors: Overview and Recommendations; Report No. FHWA-RD-02-003; U.S. Department of Transportation, Federal Highway Administration: Washington, DC, USA, 2002.
  6. Bifulco, G.N.; Galante, F.; Pariota, L.; Russo Spena, M.; Del Gais, P. Data Collection for Traffic and Drivers’ Behavior Studies: a large-scale survey. Procedia Soc. Behav. Sci. 2014, 111, 721–730. [Google Scholar] [CrossRef] [Green Version]
  7. Wang, J.; Li, M.; Liu, Y.; Zhang, H.; Zou, W.; Cheng, L. Safety assessment of shipping routes in the South China Sea based on the fuzzy analytic hierarchy process. Saf. Sci. 2014, 62, 46–57. [Google Scholar] [CrossRef]
  8. Af Wåhlberg, A.; Dorn, L.; Kline, T. The Manchester driver behavior questionnaire as a predictor of road traffic accidents. Theor. Issues Ergon. Sci. 2011, 12, 66–86. [Google Scholar] [CrossRef] [Green Version]
  9. Parker, D.; Reason, J.T.; Manstead, A.S.R.; Stradling, S. Driving errors, driving violations and accident involvement. Ergonomics 1995, 38, 1036–1048. [Google Scholar] [CrossRef]
  10. Reason, J.T.; Manstead, A.S.R.; Stradling, S.; Baxter, J.; Campbell, K. Errors and violations on the roads. Ergonomics 1990, 33, 1315–1332. [Google Scholar] [CrossRef]
  11. Ghorbanzadeh, O.; Feizizadeh, B.; Blaschke, T. An interval matrix method used to optimize the decision matrix in AHP technique for land subsidence susceptibility mapping. Environ. Earth Sci. 2018, 77, 584. [Google Scholar] [CrossRef]
  12. Moslem, S.; Ghorbanzadeh, O.; Blaschke, T.; Duleba, S. Analysing Stakeholder Consensus for a Sustainable Transport Development Decision by the Fuzzy AHP and Interval AHP. Sustainability 2019, 11, 3271. [Google Scholar] [CrossRef] [Green Version]
  13. Naboureh, A.; Feizizadeh, B.; Naboureh, A.; Bian, J.; Blaschke, T.; Ghorbanzadeh, O.; Moharrami, M. Traffic Accident Spatial Simulation Modeling for Planning of Road Emergency Services. Isprs Int. J. Geo Inf. 2019, 8, 371. [Google Scholar] [CrossRef] [Green Version]
  14. Saaty, T.L. A scaling method for priorities in hierarchical structures. J. Math. Psychol. 1977, 15, 234–281. [Google Scholar] [CrossRef]
  15. Bozóki, S.; Fülöp, J. Efficient weight vectors from pairwise comparison matrices. Eur. J. Oper. Res. 2018, 264, 419–427. [Google Scholar] [CrossRef] [Green Version]
  16. Duleba, S.; Moslem, S. Examining Pareto optimality in analytic hierarchy process on real Data: An application in public transport service development. Expert Syst. Appl. 2019, 116, 21–30. [Google Scholar] [CrossRef]
  17. Farooq, D.; Moslem, S.; Duleba, S. Evaluation of driver behavior criteria for evolution of sustainable traffic safety. Sustainability 2019, 11, 3142. [Google Scholar] [CrossRef] [Green Version]
  18. Ghorbanzadeh, O.; Moslem, S.; Blaschke, T.; Duleba, S. Sustainable Urban Transport Planning Considering Different Stakeholder Groups by an Interval-AHP Decision Support Model. Sustainability 2018, 11, 9. [Google Scholar] [CrossRef] [Green Version]
  19. Saaty, T.L.; Vargas, L.G. Decision Making with the Analytic Network Process; Springer Science+ Business Media, LLC: Berlin, Germany, 2006. [Google Scholar]
  20. Bozóki, S.; Csató, L.; Temesi, J. An application of incomplete pairwise comparison matrices for ranking top tennis players. Eur. J. Oper. Res. 2016, 248, 211–218. [Google Scholar] [CrossRef] [Green Version]
  21. Bozóki, S.; Fülöp, J.; Poesz, A. On reducing inconsistency of pairwise comparison matrices below an acceptance threshold. Cent. Eur. J. Oper. Res. 2015, 23, 849–866. [Google Scholar] [CrossRef] [Green Version]
  22. Rezaei, J. Best-worst multi-criteria decision-making method. Omega 2015, 53, 49–57. [Google Scholar] [CrossRef]
  23. Rezaei, J. Best-worst multi-criteria decision-making method: Some properties and a linear model. Omega 2016, 64, 126–130. [Google Scholar] [CrossRef]
  24. Miller, G.A. The magical number seven, plus or minus two: Some limits on our capacity for processing information. Psychol. Rev. 1956, 63, 81. [Google Scholar] [CrossRef] [Green Version]
  25. Duleba, S.; Mishina, T.; Shimazaki, Y. A dynamic analysis on public bus transport’s supply quality by using AHP. Transport 2012, 27, 268–275. [Google Scholar] [CrossRef]
  26. Lajunen, T.; Parker, D.; Summala, H. The Manchester Driver Behaviour Questionnaire: A cross-cultural study. Accid Anal Prev. 2004, 36, 231–238. [Google Scholar] [CrossRef]
  27. Lawton, R.; Parker, D.; Stradling, S.G.; Manstead, A.S.R. Predicting road traffic accidents: The role of social deviance and violations. Br. J. Psychol. 1997, 88, 249–262. [Google Scholar] [CrossRef]
  28. Bener, A.; Özkan, T.; Lajunen, T. The driver behaviour questionnaire in Arab gulf countries: Qatar and United Arab Emirates. Accid. Anal. Prev. 2008, 40, 1411–1417. [Google Scholar] [CrossRef]
  29. Darko, A.; Chan, A.P.C.; Ameyaw, E.E.; Owusu, E.K.; Pärn, E.; Edwards, D.J. Review of application of analytic hierarchy process (AHP) in construction. Int. J. Constr. Manag. 2019, 19, 436–452. [Google Scholar] [CrossRef]
  30. Mardani, A.; Jusoh, A.; Zavadskas, E.K. Fuzzy multiple criteria decision-making techniques and applications–Two decades review from 1994 to 2014. Expert Syst. Appl. 2015, 42, 4126–4148. [Google Scholar] [CrossRef]
  31. Saaty, T.L. How to make a decision: the analytic hierarchy process. Eur. J. Oper. Res. 1990, 48, 9–26. [Google Scholar] [CrossRef]
  32. Amoozad Mahdiraji, H.; Arzaghi, S.; Stauskis, G.; Zavadskas, E. A hybrid fuzzy BWM-COPRAS method for analyzing key factors of sustainable architecture. Sustainability 2018, 10, 1626. [Google Scholar] [CrossRef] [Green Version]
  33. Kolagar, M. Adherence to Urban Agriculture in Order to Reach Sustainable Cities; a BWM–WASPAS Approach. Smart Cities 2019, 2, 31–45. [Google Scholar] [CrossRef] [Green Version]
  34. Kumar, A.; Aswin, A.; Gupta, H. Evaluating green performance of the airports using hybrid BWM and VIKOR methodology. Tour. Manag. 2019, 76, 103941. [Google Scholar] [CrossRef]
  35. Stradling, S.G.; Meadows, M.L.; Beatty, S. Driving as part of your work may damage your health. Behav. Res. Road Saf. 2000, IX, 1–9. [Google Scholar]
  36. De Winter, J.C.F.; Dodou, D. The Driver Behaviour Questionnaire as a predictor of accidents: A meta-analysis. J. Saf. Res. 2010, 41, 463–470. [Google Scholar] [CrossRef] [PubMed]
  37. Ozkan, T.; Lajunen, T.; Chliaoutakis, J.E.; Parker, D.; Summala, H. Cross-cultural differences in driving behaviors: A comparison of six countries. Transp. Res. Part F 2006, 9, 227–242. [Google Scholar] [CrossRef]
  38. Vahedi, J.; Mohaymany, A.S.; Tabibi, Z.; Mehdizadeh, M. Aberrant Driving Behaviour, Risk Involvement, and Their Related Factors Among Taxi Drivers. Int. J. Environ. Res. Public Health 2018, 15, 1626. [Google Scholar] [CrossRef] [Green Version]
  39. Yanagisawa, M.; Swanson, E.; Najm, W.G. Target Crashes and Safety Benefits Estimation Methodology for Pedestrian Crash Avoidance/Mitigation Systems; Report No. DOT HS 811 998; National Highway Traffic Safety Administration: Washington, DC, USA, 2014. [Google Scholar]
  40. Zeng, W.; Chen, P.; Nakamura, H.; Asano, M. Modeling Pedestrian Trajectory for Safety Assessment at Signalized Crosswalks. In Proceedings of the 10th International Conference of the Eastern Asia Society for Transportation Studies, Taipei, Taiwan, 9–12 September 2013. [Google Scholar]
  41. World Health Organization (WHO). Global Status Report on Road Safety. 2015. Available online: https://www.who.int/violence_injury_prevention/road_safety_status/2015/en/ (accessed on 5 September 2019).
  42. Subramaniam, K.; Phang, W.K.; Hayati, K.S. Traffic light violation among motorists in Malaysia. Iatss Res. 2007, 31, 67–73. [Google Scholar]
  43. Farooq, D.; Juhasz, J. Analysis of Young Driver Behaviour related to Road Safety Issues in Pakistan and Hungary. In Proceedings of the 3rd World Congress on Civil, Structural, and Environmental Engineering (CSEE’18), Budapest, Hungary, 8–10 April 2018. [Google Scholar]
Figure 1. The hierarchical model of the driver behavior factors related to road safety [17].
Figure 1. The hierarchical model of the driver behavior factors related to road safety [17].
Symmetry 12 00243 g001
Figure 2. The main steps of the proposed BWM-AHP model.
Figure 2. The main steps of the proposed BWM-AHP model.
Symmetry 12 00243 g002
Table 1. Pattern characteristics.
Table 1. Pattern characteristics.
VariablesData Analysis Results
N130
Age
Mean37.157
SD5.517
Gender (%)
Male91
Female9
Driving experience (years)
Mean17.815
SD2.692
Table 2. RI indices from randomly generated matrices.
Table 2. RI indices from randomly generated matrices.
m12345678910
RI000.580.91.121.241.321.411.451.49
Table 3. Consistency index (CI) values.
Table 3. Consistency index (CI) values.
e a b 123456789
C o n s i s t e n c y   i n d e x   ( max ξ ) 0.00.441.01.632.33.03.734.475.23
Table 4. The weight scores for driver behavior factors related to road safety.
Table 4. The weight scores for driver behavior factors related to road safety.
FactorWeightFactorWeightFactorWeight
Driver Behavior FactorsF1F11
F10.3723F110.1262F1110.2110
F20.3005F120.8738F1120.5307
F30.3273F2F1130.2583
F210.3501F12
F220.1591F1210.1093
F230.4908F1220.1312
F3F1230.1192
F310.2214F1240.0437
F320.0933F1250.0937
F330.6853F1260.5029
Table 5. The final weight scores for the factors at the first level.
Table 5. The final weight scores for the factors at the first level.
FactorWeightRank
F10.37231
F20.30053
F30.32722
Table 6. The final weight scores for the factors at the second level.
Table 6. The final weight scores for the factors at the second level.
FactorWeightRank
F110.04707
F120.32531
F210.10524
F220.04786
F230.14753
F310.07255
F320.03058
F330.22432
Table 7. The final weight scores for the factors at the third level.
Table 7. The final weight scores for the factors at the third level.
FactorWeightRank
F1110.00719
F1120.01836
F1130.00988
F1210.00997
F1220.04603
F1230.05672
F1240.01865
F1250.02864
F1260.10731

Share and Cite

MDPI and ACS Style

Moslem, S.; Farooq, D.; Ghorbanzadeh, O.; Blaschke, T. Application of the AHP-BWM Model for Evaluating Driver Behavior Factors Related to Road Safety: A Case Study for Budapest. Symmetry 2020, 12, 243. https://doi.org/10.3390/sym12020243

AMA Style

Moslem S, Farooq D, Ghorbanzadeh O, Blaschke T. Application of the AHP-BWM Model for Evaluating Driver Behavior Factors Related to Road Safety: A Case Study for Budapest. Symmetry. 2020; 12(2):243. https://doi.org/10.3390/sym12020243

Chicago/Turabian Style

Moslem, Sarbast, Danish Farooq, Omid Ghorbanzadeh, and Thomas Blaschke. 2020. "Application of the AHP-BWM Model for Evaluating Driver Behavior Factors Related to Road Safety: A Case Study for Budapest" Symmetry 12, no. 2: 243. https://doi.org/10.3390/sym12020243

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop