GNSS Linter Divorce Analysis in Türkiye on February 6, 2023: Callement of the brand (Tarsus-Tana

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before. The environment was built.

second. Transport and transit systems

Volume 11 – 2025 | DOI: 10.3389 / fible.2025.1572885

This article is part of the topic of disasters risks topics and evaluating flexibility for the infrastructure of multi -transportation and urban projects view all five articles

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1 Sakaria University, Sakaria, Sakaria, Turkey 2 Sakaria University of Applied Science

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Transport structures that provide rescue services, first aid and emergency services after earthquake play a major role in providing movement in the affected area. The aim of this study is to evaluate and evaluate the earthquake performance of regional transport networks as well as the Tarsus-Dana-Gaziantep (TAG) infrastructure (TAG) that passes through the Gaziantep Nurdagi area. The highway, which has been investigated, is subject to the authority of the Fifth Regional Directorate of the General Directorate of Quick Roads (KGM). The mark highway is the most important transport artery in the area affected by the earthquake, as it provides links to airports, government roads and urban transport networks. Within this concept, bridges, expenses, bridges, road span, sewage structures and traffic safety elements in the mark highway sections were examined. In addition, this study includes an evaluation of the earthquake effect of the transport network and the traffic properties in KahramanMaras and Hatay provinces. In the case of Hatay, the distortions occurred on the highway that provides access to the city airport specifically. Within the scope of this study, the transport structures were examined and photographed on the site and their coordinates were identified using the GNSS. Later, these coordinates were collected with the earthquake data obtained from the official website of the Ministry of Disaster of the Ministry of Internal Affairs and the Emergency Department (AFAD). Data collected in spatially using the geographic information system program was analyzed. The results highlight that although the initial transport infrastructure remained operational, translated damage, including road landing, landslides, and detailed expansion failure. It is worth noting that the steel bridge showed superior seismic performance compared to concrete bridges, with a focus on the importance of choosing materials in seismic flexibility. The study also revealed that the interaction of soil structure and the effects of resonance contributed to structural distortions, which confirms the need to improve geotechnical assessments in the design of the transport network. The results provide a valuable supplier for the development of design and enhancement methods for transportation structures to perform their functions for future earthquakes.

Keywords: risk analysis, reliability of the transport network, earthquake, GNSS, failure analysis

Repeated: February 07, 2025; Acceptable: March 26, 2025.

Copyright: © 2025 ASLAN, Kocaman, Sikar and Turn. This is an open arrival article distributed according to the terms of the Creative Rumor Reversing License (CC BY). It is allowed to use, distribute or clone in other forums, provided that the author (the authors) (the authors) or the licenses are added and that the original publication in this magazine is mentioned, according to the acceptable academic practice. It is not allowed to benefit, distribute or reproduce and does not correspond to these conditions.

* Correspondence: Hakan Aslan, University of Sakaria, Sakaria, 54187, Sakaria, Tarkia

Release responsibility: All the claims that were expressed in this article are only those of the authors and do not necessarily represent those of their affiliated organizations, or those related to publishers, editors and auditors. Any product that may be evaluated in this article or the claim that may be presented by the manufacturer is not guaranteed or approved by the publisher.

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