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Relevant bibliographies by topics / Steel Railway Bridges

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Academic literature on the topic 'Steel Railway Bridges'

Author: Grafiati

Published: 4 June 2021

Last updated: 6 September 2023

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Journal articles on the topic "Steel Railway Bridges"

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Vičan, Josef, Jozef Gocál, Jaroslav Odrobiňák, and Peter Koteš. "Existing Steel Railway Bridges Evaluation." Civil and Environmental Engineering 12, no. 2 (2016): 103–10. http://dx.doi.org/10.1515/cee-2016-0014.

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Abstract The article describes general principles and basis of evaluation of existing railway bridges based on the concept of load-carrying capacity determination. Compared to the design of a new bridge, the modified reliability level for existing bridges evaluation should be considered due to implementation of the additional data related to bridge condition and behaviour obtained from regular inspections. Based on those data respecting the bridge remaining lifetime, a modification of partial safety factors for actions and materials could be respected in the bridge evaluation process. A great

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Abe, Hidehiko, Hans-Peter Andrä, Rolf Grüter, et al. "Steel Composite Railway Bridges." Structural Engineering International 2, no. 4 (1992): 259–67. http://dx.doi.org/10.2749/101686692780608444.

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Braschler, Brigitte, Claudine Dolt, and Bruno Baur. "The Function of A Set-Aside Railway Bridge in Connecting Urban Habitats for Animals: A Case Study." Sustainability 12, no. 3 (2020): 1194. http://dx.doi.org/10.3390/su12031194.

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As elements of green infrastructure, railway embankments are important corridors in urban environments connecting otherwise isolated habitat fragments. They are interrupted when railways cross major roads. It is not known whether dispersing animals use railway bridges to cross roads. We examined the function of a set-aside iron-steel railway bridge crossing a 12 m wide road with high traffic density in Basel (Switzerland) for dispersing animals. We installed drift fences with traps on a single-track, 32 m long and 6 m wide railway bridge with a simple gravel bed, and collected animals daily fo

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Luo, Ru Deng, Mei Xin Ye, and Ye Zhi Zhang. "Study on Influences of Thickness of Flange of U Rib on Mechanical Behaviors of Orthotropic Monolithic Steel Bridge Deck System." Advanced Materials Research 163-167 (December 2010): 122–26. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.122.

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Orthotropic monolithic steel bridge deck system stiffened by U rib is very fit for high-speed railway steel bridges because of its excellent mechanical behaviors. Thickness of flange is a very important parameter of U rib and has influence on mechanical behaviors of orthotropic monolithic steel bridge deck system. Based on the engineering practice of Anqing Yangtze River Railway Grand Bridge, the kind and the extents of influences of thickness of flange of U rib on mechanical behaviors of orthotropic monolithic steel bridge deck system are studied with finite element analysis. The results show

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Janas, Lucjan. "The acoustic specificity of steel-railway bridges." Transportation Overview - Przeglad Komunikacyjny 2017, no. 9 (2017): 38–45. http://dx.doi.org/10.35117/a_eng_17_09_05.

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In the paper, the acoustic effects in the vicinity of four railway bridges have been studied. One of the objects has a track fastened directly to the steel deck plate, another has a deck in the form of an open grillage. The other two objects have a track situated on the ballast and various types of girders. The influence of the bridge on the level of acoustic pressure in the neighborhood of railway roads has been analyzed. General recommendations for the design of silent bridges were discussed.

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Viswanatj, Kandagatla, and M. Ravi Kumar. "Fatigue Analysis of a Railway Steel Bridge." International Journal of Engineering & Technology 7, no. 3.12 (2018): 1098. http://dx.doi.org/10.14419/ijet.v7i3.12.17769.

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One of the significant means of transportation in India are railways and has many steel bridges which are very old having historical importance and their design period is terminating. To appraisal, the levels of damage for workable repairs, stands a tedious job for government authorities. The prediction of fatigue life of bridges are important because at present these are subjected to elephantine loads than the design loads and the environmental conditions boost these aspects to turn up fatigue life. This paper studies the analytical analysis of a steel railway bridge subjected to EURO and IND

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Li, Wen Ping, Shu Li Chen, and Mu Biao Su. "Lateral Vibration Research for Railway Deck Steel Plate Bridges." Advanced Materials Research 243-249 (May 2011): 1646–50. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.1646.

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In this paper, the vehicle-bridge lateral vibration mechanism was analyzed; the vehicle-bridge vibration model was built and the lateral reinforcement schemes of open steel plate bridges were designed. Numbers of analysis were carried out for the lateral vibration of 40m deck steel plate bridges before and after reinforcement, under input of random artificial hunting waves and track irregularity. The results showed that, the frequency of hunting motion is approaching loaded frequency of the girder. The larger lateral amplitude appears on the bridge when the hunting wavelength is around 8~9m an

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Zimmermann, Welf, and Stefan Kuss. "New Composite Construction Method with STEEL/UHPFRC Constructing Railway Bridges." Solid State Phenomena 292 (June 2019): 242–48. http://dx.doi.org/10.4028/www.scientific.net/ssp.292.242.

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In Austria last years sequenced according modern technology successfully bridges were made from UHPC or UHPFRC [1], [2], [3]. A couple of well-done examples of these bridges I presented on the occasion of Prof. Sparowitz birthday publication in 2017 [2]. Recently in Austria another example of a railway bridge consisting innovative material UHPFRC - created as a composite construction - was projected by ZKP ZT GmbH by order of Austrian Railway Company ÖBB. Innovative and new is the application of Ultra-High Performance Concrete in combination with Steel S355J2+N creating a composite action in

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Sala, Damian, P. Pawłowski, Przemysław Kołakowski, Andrzej Świercz, and Krzysztof Sekuła. "Monimost - Integrated SHM System for Railway Truss Bridges." Key Engineering Materials 518 (July 2012): 211–16. http://dx.doi.org/10.4028/www.scientific.net/kem.518.211.

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A railway bridge has been the object of investigation since mid 2007 as a response to increasing interest in structural health monitoring (SHM) from Polish Railways. It is a typical 40 m long, steel truss structure spanning a channel in Nieporet near Warsaw. There is over 1500 similar bridges in the railway network in Poland. The integrated system consists of two components weigh in motion (WIM) part for identification of train load and SHM part for assessing the state of the bridge. Two aspects of wireless transmission are considered short range (in the vicinity of the bridge, 2.4GHz) and far

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Fatih Yilmaz, Mehmet, Kadir Ozakgul, and Barlas Ozden Caglayan. "Simulation-Based Reliability Analysis of Steel Girder Railway Bridges." Baltic Journal of Road and Bridge Engineering 17, no. 3 (2022): 44–65. http://dx.doi.org/10.7250/bjrbe.2022-17.568.

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Bridges are an essential component of the transportation system and safety and sustainability of bridges are critical for the efficient operation thereof. Due to scarcity of resources, an economical way should be determined to design and maintain bridges and the transportation system in general. Reliability indexes are widely used in the analysis of these concepts within a semi-probabilistic approach. However, advances in computer technology allow implementing a fully-probabilistic approach. This study represents a simulation-based reliability analysis of steel girder bridges in the railway li

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Dissertations / Theses on the topic "Steel Railway Bridges"

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Sorrenson, Peter James. "An integrated methodology for stress-based fatigue assessment of steel railway bridges." Access electronically, 2003. http://www.library.uow.edu.au/adt-NWU/public/adt-NWU20040401.125345/index.html.

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Kanter, Peeter. "Fatigue and dynamics of secondary beams in steel railway bridges." Thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-150432.

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Many steel railway bridges in Europe are older than 50 years whilethey are subjected to higher loads than they were originally designedfor. As many of these bridges are approaching the end of their designlife it is crucial to carry out accurate fatigue assessments in order toensure their safety and keep them in service. Usually the influence ofdynamics on fatigue damage is taken into account using dynamicamplification factors from design codes whereas the actual influenceof dynamics has not been thoroughly studied. During this study the importance of dynamics on fatigue damage isexamined on

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Thiebault, Vincent. "Design of railway bridges considering LCA." Thesis, KTH, Bro- och stålbyggnad, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36362.

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Environmental awareness has strongly increased these last years, especially in the developed countries where societies have become increasingly preoccupied by the natural resource depletion and environmental degradation. At the same time, the increasing mass transportation demand throughout the European Union requires the development of new infrastructures. Life Cycle Assessment is increasingly used to provide environmental information for decision-makers, when a choice is to be made about the transportation mode to be implemented on a given route. In a life-cycle perspective, not only the env

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Aagah, Orod, and Siavash Aryannejad. "Dynamic analysis of soil-steel composite railway bridges : FE-modeling in Plaxis." Thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-155515.

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A soil-steel composite bridge is a structure comprised of corrugated steel plates, which are joined with bolted connections, enclosed in friction soil material on both sides and on the top. The surrounding friction soil material, or backfill, is applied in sequential steps, each step involving compaction of the soil, which is a necessity for the construction to accumulate the required bearing capacity. Soil-steel composite bridges are an attractive option as compared with other more customary bridge types, owing to the lower construction time and building cost involved. This is particularly tr

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Woll, Joakim. "Soil Steel Composite Bridges for High-Speed Railways : 2D FEM analysis of the Björnbo Bridge." Thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-153227.

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This research aims to analyse the dynamic behaviour of Soil-Steel Composite Bridges when subjected by high-speed trains. the analyses of the dynamic response for these structures are needed since there is little research performed in the present field of knowledge. Since there is also in need to perform separate dynamic analysis for these structures to verify their dynamic response, the dynamic behaviour must be analysed. The research are performed in 2D FE-models in the commercial FE-program Brigade/PLUS since there is of interest to analyse if simplified 2D-models can predict the dynamic beh

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Wallin, Joakim. "Strengthening of a steel railway bridges and its impact on the dynamic response from passing trains." Thesis, KTH, Bro- och stålbyggnad, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-37022.

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Mellat, Peyman. "Dynamic analysis of soil-steel composite bridges for high speed railway traffic : Case study of a bridge in Märsta, using field measurements and FE-analysis." Thesis, KTH, Bro- och stålbyggnad, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-125342.

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Soil-steel composite bridge refers to structures where a buried flexible corrugated steel pipe works in composite action with the surrounding soil. These structures are being increasingly used in road and railway projects as an alternative to standard type bridges, e.g. short- and medium span concrete beam- and portal frame bridges. On account of their economic advantage and short and easy construction operation, soil-steel composite bridges are getting more popular as railway crossings located far from the cities at the heart of the nature. In this research, the dynamic behaviour of soil-stee

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HELGADÓTTIR, KRISTÍN, and RAGNHEIÐUR BJÖRNSDÓTTIR. "The Nordic Prediction Method For Railway Traffic Noise : Improvements of the current corrections forrailway bridges, switches and crossings." Thesis, KTH, Byggnadsmaterial, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-254545.

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Railway noise is a very important and growing health hazard in today´s society.Railway systems pass through towns and cities and create noise. When trainsride through or over railway bridges, switches and crossings the noise increasessubstantially, causing great annoyance to the residents in the area.At the present time, acoustic regulations exist in most countries and are set to achievea good environmental quality in residential areas, schools, hospitals, offices andhotels.A few calculation models exist for railway traffic noise, such as The NPM 1996,NORD2000 and Cnossos-EU. The NPM 1996 is c

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Trépanier, Maude. "Développement d'un concept de pont ferroviaire mobile." Mémoire, Université de Sherbrooke, 2011. http://hdl.handle.net/11143/5495.

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Interruption of railway traffic creates important financial losses for the transportation utilities and society at large. At this moment, to limit this impact, the CN uses emergency girders stored around their territory to decrease the time to transport the materials to the site. However, this method is difficult to put in place and bypass of the traffic is not possible everywhere. The development of a portable railway bridge is interesting for this purpose. This structure has to be transported, erected and in services within 48h. This type of bridge should also be adjustable in length to allo

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Shibeshi, Rahel Delelegne. "Dynamic analysis of steel railway bridge subjected to train loads." Diss., University of Pretoria, 2015. http://hdl.handle.net/2263/57220.

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In this research a single span simply supported steel truss railway bridge is analyzed when subjected to train loads. The study was conducted by using three different methodologies namely modal analysis using three dimensional finite element models of a bridge based on As-built drawn from scratch; a time history analysis and field measurement on an existing bridge. The finite element models of the bridge were modeled using two methodologies; using beam and shell elements. A time history analysis involves developing an equation of motion for the forced and free vibration of the bridge when subj

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Books on the topic "Steel Railway Bridges"

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Design of modern steel railway bridges. CRC Press, 2010.

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Company, Hamilton Bridge Works, ed. The Hamilton Bridge Works Company Limited: Engineers, designers and contractors for railway bridges, railway turntables, electric railway bridges, electric railway power houses and running sheds ... The Co., 1991.

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Brown, C. W. Reducing noise emissions from steel railway bridges. Steel Construction Institute, 1997.

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Unsworth, John F. Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775.

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Canada. Parliament. House of Commons. Bill: An act respecting the Nickel Steel Company of Canada. S.E. Dawson, 2003.

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Canada. Parliament. House of Commons. Bill: An act respecting the Nova Scotia Steel Company, Limited. S.E. Dawson, 2002.

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Canada. Parliament. House of Commons. Bill: An act to incorporate the Detroit River Railway Bridge Company. I.B. Taylor, 2002.

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Canada. Parliament. House of Commons. Bill: An act respecting the River St. Clair Railway Bridge and Tunnel Company. S.E. Dawson, 2003.

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Mike, Chrimes, ed. The civil engineering of canals and railways before 1850. Ashgate, 1998.

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Canada. Parliament. House of Commons. [Bill]: An act respecting the Grand Trunk Railway Company of Canada and the Buffalo and Lake Huron Railway Company. I.B. Taylor, 2002.

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Book chapters on the topic "Steel Railway Bridges"

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Unsworth, John F. "Construction of Steel Railway Bridges." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-10.

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Unsworth, John F. "Construction of Steel Railway Bridges." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-11.

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Unsworth, John F. "Steel for Modern Railway Bridges." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-2.

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Pietraszek, T. T. "Full Scale Testing of Steel Railway Bridges." In Bridge Evaluation, Repair and Rehabilitation. Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-009-2153-5_34.

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Unsworth, John F. "History and Development of Steel Railway Bridges." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-1.

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Unsworth, John F. "Loads and Forces on Steel Railway Bridges." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-4.

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Unsworth, John F. "Design of Flexural Steel Members." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-7.

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Unsworth, John F. "Structural Analysis and Design of Steel Railway Bridges." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-5.

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Unsworth, John F. "Design of Axial Force Steel Members." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-6.

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Unsworth, John F. "Design of Connections for Steel Members." In Design and Construction of Modern Steel Railway Bridges. CRC Press, 2017. http://dx.doi.org/10.1201/9781315120775-9.

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Conference papers on the topic "Steel Railway Bridges"

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Hołowaty, J. "Repair of High Silicon Steel Railway Bridges." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.1024.

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<p>Structural steel has a varied history, with different types of steels used in construction. The majority of structural steels were of standard type but right from the start there was great interest in manufacturing higher strength steels. For a short period, high silicon structural steels were popular and the steels found applications in many riveted engineering structures. The first two railway bridges made from silicon steel were constructed in Germany and Switzerland. The paper presents repair works on two railway truss bridges constructed from high silicon steel in the early 1930s

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Venturi, Giorgia, Peter Simonsson, and Peter Collin. "Strengthening old steel railway bridges: a review." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1718.

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<p>Strengthening old bridges is an increasingly relevant strategy for risk prevention and operation continuity in management of infrastructures. Transportation networks are subjected to progressively stricter environmental and load conditions, leading to a growing number of deficient structures, also due to aging and deterioration. However, employable resources are finite, from both economical and environmental points of view. For these reasons, strengthening opportunities should be considered as a viable option, improving bridges behaviour with low economical and environmental impact. W

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Venturi, Giorgia, Peter Simonsson, and Peter Collin. "Strengthening old steel railway bridges: a review." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1718.

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<p>Strengthening old bridges is an increasingly relevant strategy for risk prevention and operation continuity in management of infrastructures. Transportation networks are subjected to progressively stricter environmental and load conditions, leading to a growing number of deficient structures, also due to aging and deterioration. However, employable resources are finite, from both economical and environmental points of view. For these reasons, strengthening opportunities should be considered as a viable option, improving bridges behaviour with low economical and environmental impact. W

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Liu, Xiaoguang, Yongjie Pan, and Xinxin Zhao. "Research on Construction Informatization of Railway Steel Bridge Based on BIM in China." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1552.

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<p>The construction informatization of railway bridges is becoming a significant feature of “intelligent manufacturing" in China's high speed railway (HSR). In order to explore the implementation of “Internet plus steel bridge construction" and further improve the quality and efficiency of construction, digitization and informatization of steel bridge construction have been studied. The overall framework of digital construction of railway steel bridge construction based on the internet of things (IoT) and BIM technology is proposed after analyzing the key process of quality control durin

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Lin, Weiwei, Nozomu Taniguchi, and Teruhiko Yoda. "A Long-life Maintenance Strategy for Existing Steel Railway Structures in Japan." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1783.

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<p>Since Japan’s first rail line between Shinbashi and Yokohama opened on 14 October 1872, Japanese National Railways (JNR) has been expanding the railway network using many short span railway bridges. As a result, some of existing railway bridges become old nowadays. With aging, deterioration resulting from fatigue and corrosion becomes a severe problem and seriously affects the serviceability and durability of bridges. Therefore, appropriate preventive maintenance or strengthening should be performed on aged steel railway structures to ensure their reliability and safety in service con

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Zeng, Jiahua, Wangqing Wen, and Aiguo Yan. "Design of Sea-Crossing High-Speed Railway Steel-Concrete Composite Box Girder Cable-Stayed Bridge." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0521.

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<p>Quanzhou Bay Railway Bridge is the key component of the Fuzhou-Xiamen High-Speed Railway with the design speed of 350 km/h. The total length of 20.3 km is the greatest among the sea- crossing high-speed railway bridges in the world. The main structure over the main navigation channel is a steel-concrete composite cable-stayed bridge with the span arrangement of（ 70+130+400+130+70）m. The main girder adopts a closed and streamlined box section.</p><p>In the past decades, the sea-crossing railway cable-stayed bridges mostly adopted steel truss girder. Quanzhou Bay Railway Bri

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Abe, Hidehiko, and Tetsuya Hosaka. "Flexible Shear Connectors for Railway Composite Girder Bridges." In Composite Construction in Steel and Concrete IV Conference 2000. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)7.

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Kuhlmann, Ulrike, Simon Bove, Stephanie Breunig, and Karl Drebenstedt. "Fatigue of steel bridges." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7212.

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Highway and railway bridges are exposed to cyclic stressing due to traffic loads and, therefore, have to be evaluated concerning fatigue. In most cases the fatigue evaluation is performed according to Eurocode 3 Part 1-9 on nominal stresses. To apply this nominal stress approach a detail catalogue is required classifying all relevant constructional details in terms of fatigue. Unfortunately, the existing detail catalogue of Eurocode 3 Part 1-9 reflects the state of the art of the 1990s and misses constructional details being important for today’s bridge design. As an example the derivation of

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Žitný, Jan, Pavel Ryjáček, and Miroslav Sýkora. "Assessment of Steel Railway Bridges for Wind and Traffic Load Effects." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0897.

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<p>The paper describes the final results of the project focused on the assessment of the existing railway bridges with respect to the wind load and traffic load in both ultimate limit state and equilibrium limit state. The outcomes of the project are based on extensive wind tunnel testing. Detailed probabilistic and reliability study is presented in this contribution using the wind tunnel data, and available railway traffic and wind speed data for a given location. The main result is a set of reduction factors for wind forces acting on specific railway bridge types and rail vehicles and

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Fan, Zhong, Yu Zhang, Dan Zhu, Zhiwen Song, and Ming Liu. "Xiong'an Railway Station: A Supersized Railway Station in High Seismic Intensity Zone." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.2046.

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<p>Xiong'an Railway Station is the super-large elevated railway station located in the high seismic intensity zone. The reinforced concrete frame structural system is adopted for the rail-bearing floor and the lower floors, while the steel structural system is adopted for the large span roof. H- shaped steel frame beams are adopted for the elevated waiting hall, while double flange H-shaped steel beams are adopted in the area of great forces. Plane trusses are arranged bi-directionally between the frame beams to facilitate the laying and maintenance of equipment pipelines. The main span

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Reports on the topic "Steel Railway Bridges"

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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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ULTIMATE CAPACITY OF NARROW TYPE STEEL BOX SECTION FOR RAILWAY SELF-ANCHORED SUSPENSION BRIDGE UNDER BIAS COMPRESSION. The Hong Kong Institute of Steel Construction, 2019. http://dx.doi.org/10.18057/ijasc.2019.15.2.7.

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