https://civil.journalspub.info/index.php?journal=JTETS&page=issue&op=feedInternational Journal of Transportation Engineering and Traffic System2024-01-17T05:45:14+00:00Editor in Chiefsusmita@conwiz.inOpen Journal Systems<p><strong><strong>International Journal of Transportation Engineering and Traffic System(IJTETS)</strong> </strong></p><p><strong>eISSN : 2456-2343</strong></p><p><a href="/index.php?journal=JTETS&page=about&op=editorialTeam"><strong><strong><strong><strong>Click here for complete Editorial Board</strong></strong></strong></strong></a></p><p><strong>Scientific Journal Impact Factor(SJIF) : 5.989</strong></p><p><strong><br /></strong></p><p><strong>International Journal of Transportation Engineering and Traffic System(IJTETS)</strong> is provides a platform that delivers high impact article and research reviews in the field of transportation engineering, focusing on railroad, harbors, airport and highway engineering. Journal also covers intelligent transportations system, traffic operations and control and other related technological advancements.<span> </span><strong>It's a biannual journal, started in 2015. </strong></p><p><span><strong><span><strong><strong><strong><strong><strong><strong><strong><strong>Journal DOI no:</strong></strong></strong></strong></strong></strong></strong></strong><strong>10.37628/</strong>IJTETS</span></strong></span></p><p><strong>Indexed in : SJIF, Journal TOC, Google Scholar,Citefactor</strong></p><p><strong>Readership:</strong> <strong>Graduates, Postgraduates, Research Scholars, Faculty</strong></p><p><span><strong><span><br /></span></strong></span></p><p><span><strong><span><strong>Focus and Scope Cover:</strong></span></strong></span></p><p><span><span>• Highway engineering</span><br /><span>• Railroad engineering</span><br /><span>• Port and harbor engineering</span><br /><span>• Airport engineering</span><br /><span>• Intelligent Transportation System</span><br /><span>• Pavement engineering</span><br /><span>• Traffic operations and control</span><br /><span>• Traffic safety under mixed traffic flow</span><br /><span>• Heterogeneous traffic-flow modelling and simulation</span><br /><span>• Activity-based travel demand modelling</span><br /><span>• Dynamic and stochastic modelling of transportation networks</span></span></p><p><strong>Submission of Paper: </strong><strong></strong></p><p>All contributions to the journal are rigorously refereed and are selected on the basis of quality and originality of the work. The journal publishes the most significant new research papers or any other original contribution in the form of reviews and reports on new concepts in all areas pertaining to its scope and research being done in the world, thus ensuring its scientific priority and significance.</p><p>Manuscripts are invited from academicians, students, research scholars and faculties for publication consideration.</p><p>Papers are accepted for editorial consideration through email <strong>info@journalspub.com or susmita@celnet.in</strong></p><p><strong>Abbreviation: IJCT</strong></p><p><strong>Frequency</strong>: <strong>Two issues per year</strong></p><p><a href="/index.php?journal=JTETS&page=about&op=editorialTeam"><strong><strong><strong>Editorial Board</strong></strong></strong></a></p><p><a href="http://architecture.journalspub.info/index.php?journal=JHSP&page=about&op=editorialPolicies#focusAndScope"><strong>Peer Reviewed Process</strong></a></p><p><a href="http://journalspub.com/pdf/Guidelines%20for%20authors.pdf"><strong>Instructions to Author</strong></a></p><div> </div><p><span><span><br /></span></span></p>https://civil.journalspub.info/index.php?journal=JTETS&page=article&op=view&path%5B%5D=855INFLUENCE OF DIFFERENT ISOLATORS ON THE PERFORMANCE OF RAILWAY BRIDGES2024-01-17T05:45:14+00:00Abdul Rahmaner.abdulrahman0208@gmail.comR.S. Londheer.abdulrahman0208@gmail.com<p>The functioning and safety of cable-stayed railway bridges play a major role in the reliability of rail transportation networks. This study looks at how various isolators impact the performance of cable-stayed railway bridges, with a focus on how well they may lower dynamic forces, increase structural stability, and address specific problems that arise with cable-stayed structures. Investigated is the effect of different isolator types on the dynamic response and seismic resilience of these complex bridge systems, including elastomeric bearings, sliding bearings, and base isolators. The study assesses how well these isolators reduce vibrations and improve the overall performance of cable-stayed railway bridges using analytical methods and numerical simulations. The results provide important information for bridge design and refurbishment plans</p><p> </p>2024-01-17T05:31:44+00:00Copyright (c) 2024 International Journal of Transportation Engineering and Traffic Systemhttps://civil.journalspub.info/index.php?journal=JTETS&page=article&op=view&path%5B%5D=856Analytical study of non-linear dynamic analysis of skew bridge2024-01-17T05:45:14+00:00Pravin V. Dharmadhikaridpravin7296@gmail.comR. S. Londhedpravin7296@gmail.com<p>After earthquakes, the function of highway bridges is an important issue. The history of major earthquakes helps in the understanding of the performance of bridges during earthquakes. Many parameters affect the response of skewed highway bridges under both service and seismic loads which makes their behavior complex. However, under certain conditions, it may be necessary to analyze a structure to more accurately predict its structural behavior. The current procedure of seismic analysis for new reinforced concrete complex skew bridges and arched bridges is required. The analysis can be performed using a nonlinear dynamic analysis procedure that requires specialized software. The purpose of this study is to understand the behavior of the skew deck slab for different skew angles, understand the nonlinear dynamic analysis procedure, develop a model of the skew bridge, and study the nonlinear behavior of the structure. The analysis of the deck is carried out by meshing in STAAD Pro. Nonlinear dynamic analysis i.e. time history analysis is carried out using SAP 2000. The study also aims to study the mode shapes for a single column with a single degree of freedom. To check the behavior of structure there are four time-histories are applied. The Northridge time history has the maximum response when compared with other earthquakes. The study deals with the case study of a skew bridge that is constructed across the Sina River on Aurangabad Pune road, Ahmednagar dist. Ahmednagar. The length of the bridge is 104m with 8 spans of 13m c/c.</p><p><strong><em>Keywords: </em></strong>Skew angle, IRC live loads, time history analysis, STAAD Pro, SAP2000, IRC 6-2016, IRC-112.</p>2023-12-11T00:00:00+00:00Copyright (c) 2024 International Journal of Transportation Engineering and Traffic Systemhttps://civil.journalspub.info/index.php?journal=JTETS&page=article&op=view&path%5B%5D=841A Rational Framework to Develop Strategies for Improvement of Travel Time Performance of Multimodal Transport System2023-10-19T05:46:05+00:00R. Tanwarpka9manit@gmail.comP.K. Agarwalpka9manit@gmail.comA multimodal transport system refers to a transportation network that integrates multiple modes of transportation such as buses, trains, planes, and ships to provide seamless connectivity between different origins and destinations. The system allows users to switch between different modes of transportation within a single journey, allowing for increased efficiency, convenience, and costeffectiveness. Overcrowding, hazardous and unpleasant rides, greater travel costs, environmental degradation, inadequate connection, and other issues are major challenges in Indian cities as cities grow in size. To meet these challenges, multimodal transport integration is becoming necessity in urban areas. As a consequence of the diminishing trend of transportation share in Indian cities, multimodal transportation agencies have a challenge to enhance the performance of the transportation system. As a result, there is an urgent need for developing strategies of travel time performance improvement of multimodal transport system so that current transportation challenges may be overcome. Thus, this study aims to propose a basic framework for the development of strategies for the improvement of travel time performance in multimodal transport systems. The framework is based on a comprehensive review of existing literature and consist four stages of travel time performance improvement. Stage I— identification of key performance indicators of travel time performance, Stage II—evaluation of identified key performance indicators of travel time performance, Stage III—evaluation of travel time performance level (user satisfaction level), and Stage IV—development of strategies for improvement of travel time performance of multimodal transport system. This framework will serve as a starting point for transportation planners and policymakers in their efforts to improve the efficiency and sustainability of multimodal transport systems of Indian cities.2023-07-31T00:00:00+00:00Copyright (c) 2023 International Journal of Transportation Engineering and Traffic Systemhttps://civil.journalspub.info/index.php?journal=JTETS&page=article&op=view&path%5B%5D=842Autonomous Baja Buggy: A Comprehensive Approach to Design and Development2023-12-13T05:50:56+00:00Afaque Altaf Hawavorakc04@gmail.comKamalkishore Voravorakc04@gmail.comUzair Mohammed Irfan Mullavorakc04@gmail.comShraddhesh Zagadevorakc04@gmail.comDnyandev Padalkarvorakc04@gmail.comSangeeta Mundhravorakc04@gmail.comMohan Khondvorakc04@gmail.comThis research project introduces a novel modular system aimed at transforming off-road Baja vehicle into autonomous entities while still maintaining the option for manual operation. The primary objective of this study involves the design and development of a Level 3 autonomous vehicle prototype, utilizing a Society of Automotive Engineers eBaja vehicle equipped with advanced actuators and exteroceptive sensors. The outcome of this project yielded a drive-by-wire system, enabling the Baja vehicle to autonomously localize itself through sensor input, generate accurate surrounding maps, and efficiently plan trajectories. In simulated environments, the vehicle successfully navigated a series of obstacles based on given maps. The goal is to enhance the software system's modularity and real-time capability, empowering the vehicle to autonomously traverse challenging off-road terrains for the purpose of aiding distressed individuals in rescue scenarios. Furthermore, this article addresses the criticality of sensor integrity, emphasizing the potential risks associated with tampering or manipulation of sensor data. As the lives of individuals are at stake, any compromises to the accuracy and reliability of sensorgenerated data can lead to catastrophic consequences. Consequently, a comprehensive exploration of attacks targeting various sensor types employed by autonomous vehicles is discussed. At Level 3, autonomous vehicles assume full control over driving tasks, although human drivers must remain vigilant and ready to intervene if the advanced driver assistance systems require assistance or encounter functional limitations. Pending approval, drivers will have the ability to temporarily disengage from steering responsibilities, allowing them to engage in activities such as video streaming, email correspondence, and communication with colleagues.2023-07-31T00:00:00+00:00Copyright (c) 2023 International Journal of Transportation Engineering and Traffic Systemhttps://civil.journalspub.info/index.php?journal=JTETS&page=article&op=view&path%5B%5D=811Comprehensive Study of Road Safety Issues In Sangli City With Improvement Measures.2023-10-19T05:46:05+00:00Naweed Patelnaweedpatel3@gmail.comJuber Shaikhnaweedpatel3@gmail.comShailesh Chavannaweedpatel3@gmail.comSahil Shaikhnaweedpatel3@gmail.comSanket Bidkarnaweedpatel3@gmail.comM.Z. Shaikhnaweedpatel3@gmail.comV.D. Sakharenaweedpatel3@gmail.com<p><strong><em>A Road Safety Audit (RSA) refers to a thorough and official assessment conducted by an independent team. Its purpose is to evaluate the safety performance of an existing road, intersection, or one that is planned for construction. This comprehensive examination aims to identify potential hazards and recommend measures to enhance overall road safety.. It qualitatively assesses and reports on potential road safety issues and finds solutions that improve overall road users' safety better. </em></strong></p><p><strong><em>The objective of this study is to gain insight into the various factors that contribute to the severity of accidents. By thoroughly examining these factors, we seek to understand their influence and impact on the severity of accidents. This comprehensive analysis will enable us to identify key variables and their relationships, ultimately providing valuable insights to enhance accident prevention and mitigation strategies.. A review of the actual scene conditions reveals that incorrect signage and a misleading road layout also played an important role.</em></strong><strong><em> </em></strong><strong><em>The goal of this research is to highlight significant safety problems that were detected when conducting an RSA on a road.</em></strong><strong><em> </em></strong><strong><em>Finally, according to the findings collected, countermeasures were recommended.</em></strong><em></em></p>2023-07-29T00:00:00+00:00Copyright (c) 2023 International Journal of Transportation Engineering and Traffic Systemhttps://civil.journalspub.info/index.php?journal=JTETS&page=article&op=view&path%5B%5D=812ASSESSMENT OF FOUNDATION SIZE AND REINFORCEMENT USED FOR FOUNDATION BASE OF PIER FOR STEEL GIRDER RAILWAY BRIDGE.2023-10-19T05:46:05+00:00Birendra Kumar Singhbirendrasingh.civil@yahoo.co.in<p>The analysis of foundation size and reinforcement is conducted with respect to the overall load exerted on the foundation base. This includes considering the load imposed by trains, the weight of the girder, and the pier. To ensure the structural integrity and stability of the foundation base, M25 grade concrete and Fe 500 grade steel are utilized. In order to counteract bending forces, 20 φ diameter steel bars are incorporated as reinforcement in the foundation base. The analysis focuses on meeting the necessary flexural strength requirements. It is essential to consider different scenarios and take into account the maximum size of the foundation base and the required amount of reinforcement for each case.In addition to the factors mentioned, several other aspects need to be considered during the analysis of foundation size and reinforcement. These include soil conditions, the magnitude and distribution of loads, as well as any potential dynamic effects caused by the passing trains. The selection of M25 grade concrete ensures an adequate compressive strength to support the load, while Fe 500 grade steel provides the necessary tensile strength and durability for the foundation base.To ensure structural stability and prevent excessive bending, a reinforcement configuration consisting of 20 φ diameter steel bars is employed. This reinforcement arrangement effectively neutralizes bending forces and enhances the flexural strength of the foundation base. The size of the foundation base is carefully determined, taking into account the maximum anticipated loads and the desired safety factor.Different scenarios and load combinations must be thoroughly examined to determine the optimum size of the foundation base and the corresponding amount of reinforcement required. This analysis involves assessing various load cases, including different train configurations, girder weights, and pier loads. By considering these variables, the foundation can be designed to withstand the expected loads and provide long-term stability and safety.</p><p> </p>2023-07-27T00:00:00+00:00Copyright (c) 2023 International Journal of Transportation Engineering and Traffic System