International Journal of Urban Management and Energy Sustainability

International Journal of Urban Management and Energy Sustainability

Efficiency Model for Pedestrian Overpasses Based on Movement Behavioral Patterns Using Game Theory

Document Type : Original Article

Authors
1 Department of Civil Engineering, CT.C., Islamic Azad University, Tehran, Iran
2 Department of Civil Engineering, Faculty of Technical and Engineering, University of Eyvanekey, Eyvanekey, Iran
3 Department of civil engineering, ShQ.C, Islamic Azad University, Shahr-e-Qods, Iran
Abstract
Urban pedestrian infrastructure continues to pose a fundamental challenge in contemporary transportation and urban design research, particularly with regard to the gap between engineering provision and actual user behavior. Pedestrian overpasses are frequently underutilized despite their intended safety benefits, revealing a critical disconnect between physical design logic and behavioral decision-making. This study addresses the problem of how pedestrian bridge efficiency can be meaningfully evaluated beyond conventional engineering standards by incorporating behavioral, perceptual, and strategic dimensions of route choice. The primary objective is to develop a multidimensional analytical model the Pedestrian Bridge Efficiency Index (PPEI) grounded in game theory and movement behavioral patterns. The methodology adopts a sequential mixed-methods design integrating a four-round Delphi expert consultation, Fuzzy Analytic Hierarchy Process (FAHP) weighting, and agent-based computational simulation. Theoretical foundations draw from the Theory of Planned Behavior, environmental psychology, spatial movement analysis, and non-cooperative game theory, conceptualizing pedestrian–vehicle interaction as a strategic decision environment governed by bounded rationality. Findings from the Delphi process converged on six high-consensus indicators: Safety Level, Pedestrian–Vehicle Separation, Distance from Urban Nodes, Connection to Pedestrian Paths, Perceived Safety, and Total Crossing Time. FAHP weighting confirmed Safety Level (w = 0.22) and Pedestrian–Vehicle Separation (w = 0.20) as the dominant efficiency determinants, together accounting for 42% of the composite index. The study concludes that pedestrian bridge efficiency is an emergent behavioral property shaped by the interaction of spatial design, human cognition, and traffic dynamics. Future bridge planning should prioritize perceptual safety and spatial integration as primary design objectives, informed by behavioral modeling tools.

Highlights

·         Pedestrian bridge efficiency is conceptualized as a function of Safety, Accessibility, and Behavioral Compatibility, formalized as the Pedestrian Bridge Efficiency Index (PPEI) a replicable framework for evidence-based urban infrastructure planning.

·         Pedestrian–vehicle interaction is modeled as a non-cooperative game under bounded rationality, where Nash equilibrium conditions explain why pedestrians prefer at-grade crossing even when an overpass is structurally available.

·         A four-round Delphi process converged on six high-priority indicators Safety Level (w = 0.22), Pedestrian–Vehicle Separation (w = 0.20), Distance from Urban Nodes (w = 0.18), Connection to Pedestrian Paths (w = 0.16), Perceived Safety (w = 0.13), and Total Crossing Time (w = 0.11), validated by FAHP weighting with all consistency ratios below 0.10.

·         Design interventions targeting perceptual safety such as improved visibility, clear circulation paths, and intuitive spatial organization are identified as more behaviorally effective than purely structural modifications to pedestrian bridge infrastructure.

·         Bridge location and network connectivity operationalized through Distance from Urban Nodes and Connection to Pedestrian Paths collectively account for 34% of the PPEI weight, underscoring that spatial positioning within the pedestrian desire-line network is as critical as safety engineering.

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  • Receive Date 17 February 2026
  • Revise Date 16 May 2026
  • Accept Date 18 June 2026