Relevant bibliographies by topics / Railway joint

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Railway joint'

Author: Grafiati
Published: 5 June 2025
Last updated: 15 July 2025

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Journal articles on the topic "Railway joint"

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Article, Editorial. "NORTHERN LATITUDINAL RAILWAY." World of Transport and Transportation 15, no. 2 (2017): 140. http://dx.doi.org/10.30932/1992-3252-2017-15-2-29.

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[For the English full text of the article please see the attached PDF-File (English version follows Russian version)].Russian Railways and Pubic Joint Stock Company Gazprom have signed on 30 March 2017 an agreement on the joint implementation of an investment project to construct the Northern Latitudinal Railway (NLR) Obskaya- Salekhard- Nadym- Pangody- Novy Urengoy- Korotchaevo and its railway approaches. Based on releases of press service of JSC Russian Railways
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Guo, Xiong, Hong Sheng Sun, and Xi Fu Wang. "Analysis and Reference of Local Railway Operation and Management Mode." Applied Mechanics and Materials 587-589 (July 2014): 1075–78. http://dx.doi.org/10.4028/www.scientific.net/amm.587-589.1075.

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Local railway is mainly constructed by local investment or joint investment with other railways. It shoulders the transportation of local public passengers and short distance of railway goods, and bears the task of boosting local economy and domestic demands [1]. Choosing suitable local railway operation management mode could help to realize maximal economic benefits with least amount of investment, and best management. Through the analysis of China's local railway company operation and management model, this paper proposes five methods to guide how to choose local railway operation and manage
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Niyazbekova, Shakizada, Angela Mottaeva, Madina Kharesova, and Liza Tsurova. "Sustainable development of transport systems and development of economic cooperation between countries." E3S Web of Conferences 371 (2023): 04039. http://dx.doi.org/10.1051/e3sconf/202337104039.

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Sustainable transport is offered on the basis of sustainable development and is an important part of sustainable development. For all countries, transport is an important resource-intensive sector of socio-economic life. Russia and Kazakhstan pay special attention to the development of joint transport and logistics infrastructure and the removal of restrictions that hinder trade and investment exchanges. This is especially important for the economic development of the two countries.Kazakhstan and Russia have signed a memorandum of understanding on the coordination of prices for railway transpo
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Németh, Attila, and Szabolcs Fischer. "INVESTIGATION OF THE GLUED INSULATED RAIL JOINTS APPLIED TO CWR TRACKS." Facta Universitatis, Series: Mechanical Engineering 19, no. 4 (2021): 681. http://dx.doi.org/10.22190/fume210331040n.

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This article summarizes the research results related to our own conducted extensive laboratory tests of polymer composite and steel fishplated glued insulated rail joints (GIRJs), namely axial tensile tests as well as vertical static and dynamic tests. The investigation dealt with the examination of GIRJs assembled with steel and special glass-fiber reinforced plastic (polymer composite) fishplates, both of them for CWR railway tracks (i.e. so-called gapless tracks or, in other words, railway tracks with continuously welded rails). The exact rail joint types were MTH-P and MTH-AP, consistently
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К. I. SOLDATOV and S. V. KLUCHNIK. "EXPANSION JOINT WITH ELASTIC COMPENSATOR." Bridges and tunnels: Theory, Research, Practice, no. 8 (December 21, 2015): 83–91. http://dx.doi.org/10.15802/bttrp2015/90852.

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Purpose. The purpose of given research is the development of the expansion joint for city highway and railway bridges that is both easily manufactured and cheap. Methodology. To reach the set goal available materials and specific design with elastic compensator were used. Findings. Expansion joints with elastic compensator that are applicable for the city bridges with limited span length and for railway bridges with ballasted bridge deck were proposed. Originality. Proposed design of the expansion joint uses the arch effect of the elastic compensator itself. Practical value. Proposed design ha
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Haniiev, I. H. "SURVEY RESULTS AND TESTING OF RAILWAY BRIDGES." Science and Transport Progress, no. 33 (August 25, 2010): 64–68. http://dx.doi.org/10.15802/stp2010/13131.

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The article is devoted to the survey and testing of railway bridges by the State Joint-Stock Railway Company «Uzbekiston Temir Yollari» («Uzbekistan Railways»). It is stated that in the existing rules on determination of the capacity of bridges the recommendations on taking into account the cumulative deflection to the moment of technical diagnostics of spans on the bridge capacity are absent. The author states on the need to develop a method for determining the wear of spans on restriction of the residual deflection in the bridge floor slabs.
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Kozyrev, N. A., R. A. Shevchenko, A. A. Usol'tsev, R. E. Kryukov, and A. R. Mikhno. "Study of wear resistance of railway rails welded joint." Ferrous Metallurgy. Bulletin of Scientific , Technical and Economic Information 76, no. 8 (2020): 818–25. http://dx.doi.org/10.32339/0135-5910-2020-8-818-825.

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Welding joints of rails are a weak point of a jointless railway line, which stipulates actuality of studies on increasing their operational resistance. Microstructures of welded joints made by existing at present welding technology and by a new one were compared. Existing (base) technology comprises further thermal treatment of the welded joint, while the new technology comprises welding followed by a short-time electric current impact during the rail joint cooling. To study the microstructures of welded joints, samples were cut out the welded seam zone and heat affected zone, as well as out o
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Mulyaman, Darynaufal, Kanya Damarçanti, and Aldrin Rocky Sampeliling. "Comparative Analysis of Indonesia-China High Speed Train and KTX Korea-France: A Sustainable Development for Locals or Reconfiguring Other Interests." Jurnal Ilmiah Hubungan Internasional 17, no. 1 (2021): 31–46. http://dx.doi.org/10.26593/jihi.v17i1.3728.31-46.

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This study undermines a recent development of joint-cooperation between Indonesia and China regarding high-speed railway and its supporting constructions. New dedicated railway, train technology, and Transit Oriented Development (TOD) are part of the initial project, which planned concurrently along the projected area. All of these new railway and TODs are new and distant from already built residences and business centers. These study breakdowns how the Indonesia-China High Speed Train project were initiated and explaining vital factors that surrounds it. Reflecting on how Korea and France dea
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Akasaka, T., A. Ishihara, T. Onji, et al. "Evaluation of the joint of superconducting tapes for railway feeder cable." Journal of Physics: Conference Series 2323, no. 1 (2022): 012021. http://dx.doi.org/10.1088/1742-6596/2323/1/012021.

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Abstract Developing superconducting cable for railway power transmission should lead to increased regeneration efficiency, reduced power loss, equalization of load between substations. In order to realize a kilometer-class superconducting feeder cable, on-site joint technique between superconducting feeder cables is required. For joining superconducting cables at railway construction sites, we conducted solder joining of superconducting tapes and its evaluation in the laboratory. We performed electromagnetic analysis of the joints by the finite element method in order to obtain a prospect of t
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Mulyaman, Darynaufal. "Comparative Analysis of Indonesia-China High Speed Train and KTX Korea-France." International Journal of Business, Humanities, Education and Social Sciences (IJBHES) 2, no. 2 (2020): 49–54. http://dx.doi.org/10.46923/ijbhes.v2i2.70.

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This study undermines a recent development of joint-cooperation between Indonesia and China regarding the high-speed railway and its supporting constructions. New dedicated railway, train technology, and Transit-Oriented Development (TOD) are part of the initial project, which planned concurrently along the projected area. All of these new railways and TODs are new and distant from already built residences and business centers. This study breakdown how the Indonesia-China High-Speed Train project was initiated and explaining vital factors that surround it. Reflecting on how Korea and France de
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Dissertations / Theses on the topic "Railway joint"

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Benýšek, David. "Železniční stanice ve Zlíně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371855.

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The diploma thesis deals with design assessment railway station steel structure with roofing platform in Zlín. The structure has a lenght 80m, a width 44m and a height 9,87m. The structure is divided into two parts, first part consists office building and second part consistsroofing platform.The supporting structure of the hall is a transverse bond, which is formed by rounded truss ginder and truss columns with axial distance of 5 meters. The main construction material is steel S355JR. The work contains structural design report load-bearing elements, including joints and details. The calculati
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Hodonský, Petr. "Nádražní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227213.

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The content of the diploma thesis is design and assessment of railway station steel structure. It is a two-nave building with a length of 198m. The bigger nave span is 40m and it is 14m high. The smaller nave is 11m high and its span is 25m. The total width of the structure is 65 meters. The main construction material is S355JR steel. The supporting structure of the hall is formed by a curved planar trusses with axial distance of 6 meters. The transverse direction also consists of column that bears two main trusses. The static analysis of the main bearing parts of the structure, including join
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Schwierczek, Kai. "Computing Joint Delay Distributions for Trains in Railway Networks." Bachelor's thesis, 2016. https://tuprints.ulb.tu-darmstadt.de/5204/1/Thesis_FinalVersion.pdf.

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Stochastic models for delay propagation in railway networks lead to promising results in the prediction of train delays. To respect waiting time policies, while preserving efficiency, these solutions assume that the departure and arrival times of trains are stochastically independent. We show, that the inherent error can become a significant problem. To tackle this problem, we first present formulas to calculate joint delay distributions for dependent trains in a basic structure. Using these distributions we can then calculate exact distributions for connecting trains. We then present a compu
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Hsu, Mei-Yen, and 許梅宴. "A study of the Joint Credit for The Taiwan High Speed Railway Construction." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/60807553440939787610.

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碩士<br>淡江大學<br>國際企業學系碩士在職專班<br>99<br>The financing amount required for BOT project is enormous. It requires investment from several companies. BOT project also relies long-term financing from many banks. Taiwan High Speed Rail Corporation (THSRC) itself is known for it fragile finance situation. Since this BOT project may hamper public interest in large-scale, banks should puts risk diversification and the protecting of creditor’s right and etc. as decisive factors when reviewing its long-term loan application. 　　This study tries to give measures and suggestions to banks in evaluating THSRC’s l
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Wei-Chung, Hsu, and 徐偉中. "An Empirical Analysis on Regional Joint Rescue and Safety Inspection of Railway Renovation Project." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/99672848504104777079.

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碩士<br>中華大學<br>營建管理學系碩士班<br>100<br>In terms of the safety of a railway renovation project, construction safety, safety of railway operations, and safety inspection procedures are of critical importance. In Taiwan, regional joint rescuing mechanisms are mostly designed for disaster prevention and rescuing procedures enforced in regional cooperation, such as regional joint rescue between industrial zones and harbors. However, they are classified as post-disaster responses and conducted as practices of mutual rescue. Currently, most contractors working along railway routes have formed joint inspec
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Wu, Shyh-Chuan, and 吳世傳. "Characteristics of Stray Current on the Joint Station of the Taipei Metro Rapid Transit System, High Speed Railways and Taiwan Railways." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/j6fx65.

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碩士<br>中原大學<br>電機工程研究所<br>91<br>英文摘要 Nowadays, there are four collocation and joint stations, from north to south, of mass rapid transit system (MRTS), high speed railway (HSR) and conventional railway system of Taiwan railway Administration (TRA), in Taiwan, Nan-Kang, Taipei, Pan-Chiao and Tos-Ying. Besides Taipei main station which is under operation, the others are still under construction. The traction power voltage is DC 750V for MRTS, and is AC 25kV for HSR and TRA. Ttheir traction power system use steel- wheel-rails as current return path. Because of inherent resistance of rail, there e
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Books on the topic "Railway joint"

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Atthill, Robin. The Somerset and Dorset Railway. 2nd ed. David & Charles, 1985.

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Hawkins, Mac. The Somerset & Dorset: Then and now. Guild Publishing, 1986.

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Peters, Ivo. The Somerset and Dorset in the fifties. Oxford Publishing, 1986.

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Maggs, Colin G. The last yearsof the Somerset & Dorset. Ian Allan, 1991.

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Deacon, Tim. The Somerset & Dorset, aftermath of the Beeching axe. Oxford Publishing Co., 1995.

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Baxter, David, and Peter Mitchell, eds. British Locomotive Catalogue 1825–1923, Volume 6: Great Eastern Railway, North British Railway, Great North of Scotland Railway, Midland & Great Northern Joint Railway, Remaining Companies in the LNER Group. Kestrel Railway Books, 2012.

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Peters, Ivo. The Somerset and Dorset. Oxford Pub. Co., 1986.

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Cevelev, Aleksandr. Inventory and procurement management (rail transport). INFRA-M Academic Publishing LLC., 2024. https://doi.org/10.12737/2080065.

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The textbook outlines theoretical and practical issues of methodology of logistics and logistics of railway transport supply. The issues of practical activity of determining the need for material and technical resources of the track economy, inventory management and procurement, forecasting inventory volumes, as well as the introduction of a lean production system in the supply economy of the open Joint Stock company "Russian Railways" (JSC "Russian Railways"), aimed at providing unified approaches to the organization of the development and implementation of lean projects, are considered in de
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Joint, ASME/IEEE Railroad Conference (1997 Boston Mass ). Proceedings of the 1997 IEEE/ASME Joint Railroad Conference: March 18-20, 1997, Boston, Massachusetts. Institute of Electrical and Electronics Engineers, 1997.

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1829-1881, Legge Charles, ed. Montreal Northern Colonization Comp'y: Report of Chas. Legge, Esq., chief engineer of the Montreal Northern Colonization Railway Co., on the interview of the 16th December, 1874, between the Hon. Alex. Mackenzie and a joint deputation of that Company and of the North Shore Railway Company. s.n.], 1986.

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Book chapters on the topic "Railway joint"

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Efimushkin, N., N. Efimushkina, and S. Orlov. "Intelligent System for Railway Joint Diagnostics." In Studies in Systems, Decision and Control. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-35875-3_16.

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Xu, Gongyi. "Girder-End Expansion Joint of Railway Suspension Bridge." In Design of Long Span Railway Suspension Bridges. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-8394-0_6.

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Reyes, José A., José A. Quintano, Michal Matowicki, et al. "EU-Rail FutuRe Project – Innovative CCS Solutions for Interoperable Regional Lines." In Lecture Notes in Mobility. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-85578-8_67.

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Abstract With the support of EU’s key funding program Horizon Europe, the Europe’s Rail Joint Undertaking (EU-Rail) aims to deliver a high-capacity integrated European railway network by eliminating barriers to interoperability, providing solutions for full integration, and achieving faster uptake and deployment of innovation. In this context, EU-Rail FutuRe project aims at tackling the increasing Total Cost of Ownership (TCO) of European interoperable regional lines by means of providing new innovative solutions to make these lines cost-effective and attractive, while meeting safety standards and improving reliability, availability, and capacity of the railway system. Interoperable regional lines are connected to the mainline railway system as part of the Single European Railway Area (SERA) and characterised by low-density passenger traffic, as well as rail freight services.
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Jinfeng, Guo. "Joint Working Group on China Railway Express to Europe." In The Routledge Handbook of the Belt and Road, 2nd ed. Routledge, 2022. http://dx.doi.org/10.4324/9781003286202-71.

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Valiullin, Damir, and Sergei Chizhov. "Stiffness Matrix of Joint Connection of Railway Bridge Main Truss." In International Scientific Siberian Transport Forum TransSiberia - 2021. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-96380-4_69.

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Evtukh, E. S., and G. A. Neklyudova. "Evaluation of Contact Stresses in Railway Wheel When Rolling Through Rail Joint." In Lecture Notes in Mechanical Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-22041-9_79.

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Song, Guoliang, Chao Lin, Weichang Xu, and Shehui Tan. "Monitoring Technology of Ballast Track in Rail Expansion Joint Area of High-Speed Railway." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2349-6_34.

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Rifai, Andri Irfan, Dimas Endriansah, Joewono Prasetijo, and Muhammad Isradi. "The Corrosion Effect of Gusset Plates on the Steel Joint Structure of Bridges: A literature review based on VOS viewer." In Proceedings of the 2nd International Conference on Railway and Transportation 2023 (ICORT 2023). Atlantis Press International BV, 2024. http://dx.doi.org/10.2991/978-94-6463-384-9_35.

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Liang, Gangyi, Zunwen Liu, Xingjing Li, and Hong Song. "Study on Seismic Response Mechanism of Continuous Rigid Frame Composite Girder Bridge of High-Speed Rail." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5814-2_17.

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AbstractIn order to explore the earthquake response mechanism of continuous rigid frame composite girder bridge of high-speed railway, based on a rigid frame bridge of high-speed railway in northwest China and combined with the characteristics of CRTS type I double block non-ballast track structure, three continuous rigid frame composite girder bridge models were established, which considered the constraints of track and subsequent structure, only considering the constraints of track and no considering the constraints of track. The seismic response of structural systems is studied by using response spectrum method. The results show that the track constraint effect reduces the natural vibration period of the structure, and the subsequent structure has a inhibition effect on the seismic response of the track system, which is 4.18%. At the top beam joint of the transition pier, the change of pier height has a significant effect on the seismic response of the track. With the increase of pier height, the maximum rail stress of model 1 and model 2 increases by 50% and 65%, respectively. Under the constraint of track, when the height of rigid frame pier is 28% different from that of simple beam pier, the seismic internal forces of the two piers are equal. When the height of rigid frame pier is greater than 28%, the transition pier is the main energy-consuming rod, and when the height of rigid frame pier is less than 28%, the rigid frame pier is the main energy-consuming rod. Therefore, for bridge types with different pier heights, corresponding design reinforcement measures should be taken at the bottom of the transition pier and rigid frame pier respectively.
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Yang, Dan, Mingfeng Tang, Yakun Zhang, Yifan Mei, and Mammo Muchie. "China–Africa Higher Education Collaboration from the Perspective of Synergistic: The Case of Beijing Foreign Studies University." In China-Africa Science, Technology and Innovation Collaboration. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4576-0_4.

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AbstractThe collaboration of China with Africa started with infrastructure synergistic in 1976 by building the Tanzam Railway with the cooperation of China with Tanzania and Zambia. China has continued to support Africa with infrastructure development. Since China launched the “Belt and Road” initiative in 2013, it has been widely supported by many African countries. Education, as the foundation of national prosperity and people's wellbeing plays a fundamental and leading role in China–Africa joint construction of the “Belt and Road”. The relationship of China with Africa is synergistic as the inputs generate outputs that are more than the sum of the parts by working together with cooperation. This research takes one of the leading Chinese universities—Beijing Foreign Studies University as a case study by being inspired with the theory of synergistic. The research analyses the mechanism of interaction and coupling between China and Africa universities, governments, international organizations (e.g. United Nations, UNESCO) to demonstrate cooperative actions, achievements and future cooperation outlook of Beijing Foreign Studies University from the perspective of synergistic, and highlights some policy and managerial implications, and makes some recommendations.
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Conference papers on the topic "Railway joint"

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Sniady, Aleksander, Morten Sønderskov, and José Soler. "VoLTE Performance in Railway Scenarios." In 2015 Joint Rail Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/jrc2015-5723.

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GSM-Railways (GSM-R) is the current standard for railway voice and data communication. GSM-R provides railway specific voice services, such as Railway Emergency Call (REC). GSM-R provides also the European Train Control System (ETCS), which offers in-cab signaling and Automatic Train Protection (ATP). Despite these features and services, GSM-R has various major shortcomings. Therefore, alternative technologies are considered to replace GSM-R and become the next generation railway mobile communication network. 3GPP Long Term Evolution (LTE) is a likely candidate for GSM-R replacement. LTE is mo
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Chen, I.-Chang, Shu-Keng Hsu, Hsiu-Hao Hsu, et al. "TrainWorld: A Powerful Tool for Railway Timetabling." In 2013 Joint Rail Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/jrc2013-2478.

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Planning for the operation of a railway system is a very complicated task. At the center stage of this planning work is timetabling. In this work we present TrainWorld, a powerful, sophisticated software system that, among other capabilities, is able to solve for high-quality timetables for real-sized, complicated railways. Testing with Taiwan Railways Administration (TRA) data demonstrates the ability of TrainWorld in solving for real-world timetables. The TRA system has 224 stations, approximately three-quarters of the 1085Km railway are double-tracked, and the rest are single-tracked. The s
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Khadem-Sameni, Melody, Alex Landex, and John Preston. "Revising the UIC 406 Method: Revenue Generating Capacity." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36281.

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The UIC 406 method has been published by the International Union of Railways (UIC) in 2004 and quantifies capacity utilisation for a given infrastructure. It is generally suitable for capacity analysis in European railways that are focused mainly on passenger operations and run according to exact timetables. This method defines railway capacity as “the total number of possible paths in a defined time window, considering the actual path mix or known developments respectively”. To measure the railway capacity consumption, timetable graphs can be used where by the given infrastructure and the typ
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Zhang, Shuguang. "Study on Technology System and System Integration Method of China High-Speed Railway." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36220.

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Since 2004, China had launched the construction of a large-scale high-speed railways network, China had developed a set of mature, reliable technology systems and system integration method for high-speed railways with relatively low cost in a comparatively short time period. The special demands for highspeed railways in china were analyzed firstly, and then the structure and characteristics of the technology system of China high-speed railways were presented, as well as the system integration method. At last, the development trends of China high-speed railway technology are proposed.
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Li, Xuemei, Dandan Liang, and Yaodong Zhou. "Railway’s Impact on Regional Socio-Economic Systems: Impact Degree Evaluation—A Case Study of Beijing-Shanghai Existing Line." In 2012 Joint Rail Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/jrc2012-74136.

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This article establishes railway’s impact aggregative indicators by using Correlation Analysis and Principal Component Analysis. With the correlative data of Beijing-Shanghai existing line from 2000 to 2008, the paper evaluates the level of railway’s impact on regional socioeconomic systems through Data Envelopment Analysis (DEA) method. According to the DEA results, it can be divided into three levels: first level is Beijing and Shanghai; second is Tianjin, Jiangsu and Shandong; and the third is Hebei and Anhui. The results of this paper could be used as references for the future planning and
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Khadem-Sameni, Melody, John Preston, and John Armstrong. "Railway Capacity Challenge: Measuring and Managing in Britain." In 2010 Joint Rail Conference. ASMEDC, 2010. http://dx.doi.org/10.1115/jrc2010-36280.

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In the European Union, the total length of railway lines has decreased since 1970, mainly by abandoning very old routes such as those to coal mines. However, there has been huge growth in the transport of goods and passengers due to economic growth and globalization. Accommodating more passengers and goods on less infrastructure has resulted in the railway capacity challenge. The highest rate of growth in passenger kilometres in Europe belongs to Britain, where a rise of 42.2 percent has been achieved in the period 1995–2006 while the total length of railway lines has decreased from 19,330 rou
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Karalikkadan, Suhail, and M. Roshan Khan. "EPS Geofoam In-Filled Ground Vibration Barriers for Environmental Sustainability of Ballasted High-Speed Railway Tracks: State of the Art." In 2024 Joint Rail Conference. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/jrc2024-127705.

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Abstract The transportation industry has rapidly evolved in recent decades, with high-speed railways (HSR) having substantially contributed to fulfilling the growing transportation needs of the global population. It is often referred to as the transport mode of the future since it provides four key attributes to consumers: safety, speed, capacity, and sustainability. Although HSR lines offer numerous benefits, increased ground vibrations and noise from faster train speeds and heavier axle loads have become a challenging railway operation issue. These ground-borne railway vibrations adversely a
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Laury, John, Lars Abrahamsson, and Math Bollen. "Modified Voltage Control Law for Low Frequency Railway Power Systems." In 2017 Joint Rail Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/jrc2017-2224.

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In today’s Swedish and Norwegian low frequency railway power system the voltage at a converter is controlled such that its voltage will drop with increased reactive power output. However, for low frequency railways the influence of active power on voltage is larger compared to public power systems and alternative methods are interesting to investigate. This paper presents a modified voltage control law for increased load sharing between converter stations and reduce the risk for converter overload in low frequency railways power systems. The modified voltage control law is derived mathematical
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Abrahamsson, Lars, Daniel Serrano Jimenez, John Laury, and Math Bollen. "AC Cables Strengthening Railway Low Frequency AC Power Supply Systems." In 2017 Joint Rail Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/jrc2017-2258.

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In present-day railway power supply systems using an AC frequency lower than the one in the public power system of 50/60 Hz, high voltage overhead transmission lines are used as one measure of strengthening the railway power supply system grids. This option may be economically beneficial, compared to strengthening the grid purely by increasing the density of converter stations or increasing the cross section areas of the overhead catenary wires. High voltage AC transmission lines in the railway power supply system allow larger distances between converter stations than would otherwise be possib
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Bressi, Sara, Gaetano Di Mino, and Davide Lo Presti. "A Framework for Defining a Sustainability Rating System for Railway Track-Beds." In 2017 Joint Rail Conference. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/jrc2017-2232.

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Railways perform a significant role in the transportation system and they have relevant environmental, economic and social impacts. They are currently engineered optimizing every singular aspect rather than considering a broader system for improving the sustainability of the overall infrastructure. Thus, it is necessary to promote an effort to define a global sustainability framework for conceiving the design, construction and management of railway infrastructure. The Sustainable Rating System (SRS) proposed in this paper is a tool under development that evaluates different alternatives of rai
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Reports on the topic "Railway joint"

1

GUO, Hui, Suoting HU, Xiaoguang LIU, and Pengfei SU. DISPLACEMENT AT GIRDER END OF LONG-SPAN RAILWAY STEEL BRIDGES AND PERFORMANCE REQUIREMENTS FOR BRIDGE EXPANSION JOINT. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.035.

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2

Progress Report (2014-2015) of the MDB Working Group on Sustainable Transport. Inter-American Development Bank, 2015. http://dx.doi.org/10.18235/0006461.

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1. In the third year of the Multilateral Development Banks¿1 (MDBs) Joint Statement of 2012, our eight MDBs are on target to meet the goal of the Commitment to Sustainable Transport (hereafter the Rio+20 Commitment) to provide more than $175 billion of loans and grants for transport in developing countries over the coming decade (2012-2022). Collectively, in 2014, about $20 billion of new funding for transport projects was added to the $20 billion approved in the first year of our Commitment (2012) and $25 billion approved in 2013. 2. This $20 billion in funding comprised more than 193 approva
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