Bulletin of Earthquake Science and Engineering

Bulletin of Earthquake Science and Engineering

Evaluation and Prioritization of Seismic Retrofitting of Railway Infrastructures with Screening and Fuzzy TOPSIS Method (Case Study: Scope of Khorasan Railway Directorate)

Document Type : Research Article

Authors
1 Ph.D., Department of Industrial Engineering, Yazd University, Yazd, Iran
2 Ph.D. Graduate, Department of Civil Engineering, Ayatollah Amoli Branch, Islamic Azad University, Amol, Iran.
3 M.Sc., School of Railway Engineering, Iran University of Science and Technology, Tehran, Iran.
4 M.Sc., Department of Civil Engineering, Transportation Highway, Shahrood Branch, Islamic Azad University, Shahrood, Iran .
Abstract
Introduction
Railways serve as the lifelines of any nation’s transportation network, playing a fundamental role in the socioeconomic development of a country by facilitating the mass movement of passengers and freight. Given their vast geographical span, these networks are inherently exposed to unpredictable natural hazards, with earthquakes posing the most severe threat. A major seismic event can lead to prolonged blockages in the railway network, causing catastrophic financial losses, operational disruptions, and potential casualties. Consequently, preserving the structural integrity and enhancing the seismic resilience of vital infrastructures such as stations, bridges, tunnels, and railway blocks is of paramount importance. Khorasan Razavi province, characterized by high seismic vulnerability, is one of Iran’s most strategic logistical hubs. The rail network under the jurisdiction of the Khorasan Railway General Directorate manages an immense volume of passenger traffic heading to the metropolis of Mashhad, alongside critical international freight transit via the Sarakhs border terminal. Thus, proactively retrofitting these infrastructures against seismic forces is a vital necessity.
Methodology
Due to strict budgetary limitations and executive constraints, simultaneous retrofitting of the entire network is practically impossible. This necessitates a robust decision-making framework to evaluate and prioritize vulnerable assets. To address this, the present study proposes an integrated Multi-Criteria Decision-Making (MCDM) approach under uncertainty. Initially, a panel of experts was convened to identify the most critical variables affecting structural vulnerability. Utilizing a Fuzzy Screening approach, the vast array of potential criteria was refined to pinpoint the most influential factors: seismic intensity of the region, proximity to active fault lines, infrastructural usage type (dedicated passenger, freight, or mixed-use), and the current structural resistance of the assets. Following criteria selection, the current state of each infrastructure category (stations, bridges, tunnels, and railway blocks) was linguistically evaluated by the expert panel using fuzzy logic to account for inherent human ambiguities. Furthermore, geospatial data mapping was employed to superimpose the province’s active faults and seismic intensity maps onto the Khorasan railway network topology. Finally, the Fuzzy Technique for Order of Preference by Similarity to Ideal Solution (Fuzzy TOPSIS) was applied to calculate the relative closeness coefficients and establish the final retrofitting priority matrix.
Results and Discussion
The computational findings derived from the Fuzzy TOPSIS analysis provided a clear hierarchical roadmap for structural interventions. Among the railway blocks, the Torbat-Abumoslem and Abumoslem-Kashmar segments exhibited the highest urgency for seismic retrofitting, registering closeness coefficients (CC) of 0.25 and 0.28, respectively.
In terms of underground structures, the assessment indicated that all three tunnels located within the Khorasan district require moderate retrofitting interventions, yielding a uniform closeness coefficient of 0.544. For the critical bridge infrastructures, the Attar Bridge (CC = 0.322) and the Shahid Motahari Bridge (CC = 0.447) were identified as highly vulnerable points demanding immediate engineering attention. Similarly, the structural evaluation of passenger hubs revealed that both Neyshabur and Shahid Motahari stations share an identical closeness coefficient of 0.322, placing them at the forefront of the station retrofitting queue.
Conclusion
Overall, the synthesized results indicate that the railway axes stretching from Motahari Station to Mashhad, and from Mashhad toward Neghab, represent the most critical zones. Specifically, the intermediate blocks spanning from Fariman to Kashmar, alongside the Attar and Motahari bridges and the Neyshabur and Motahari stations, must be prioritized in the primary phases of the national seismic retrofitting budget allocation to ensure operational continuity and post-earthquake resilience.
Keywords
Subjects

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  • Receive Date 24 July 2024
  • Revise Date 22 November 2024
  • Accept Date 25 November 2024