Relevant bibliographies by topics / High-speed railway bridge

Contents

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

Academic literature on the topic 'High-speed railway bridge'

Author: Grafiati
Published: 4 June 2021
Last updated: 25 July 2025

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Journal articles on the topic "High-speed railway bridge"

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Yan, Bin, Wenfei Kuang, Rui Gan, Haoran Xie, and Jie Huang. "Track–Bridge Interaction of CWR on Chinese Large-Span Bridge of High-Speed Railway." Applied Sciences 12, no. 18 (2022): 9100. http://dx.doi.org/10.3390/app12189100.

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The track–bridge interaction is a fundamental concern in the field of railway engineering, which plays an important role in the optimization design of railway bridges, especially for heavy-haul railway and high-speed railway bridges. This paper systematically introduces the research status of the CWR track–bridge interaction for large-span bridges of high-speed railway in China. The evolution process of the track–bridge interaction model from the simplest elastic bar and linear longitudinal resistance model to the complex beam–rail interaction model considering the loading history is described
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Wei, Zhao Lan, Guo Jun Liu, and Zu Yin Zou. "Research on Railway Bridge Evaluation Index." Advanced Materials Research 838-841 (November 2013): 1126–29. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.1126.

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Each related index was compared in three specifications, including Fundamental code for design on railway bridge and culvert, Code for rating existing railway bridges, and Code for design of high speed railway. The reasons of the difference existed in indexes was revealed, especially between high speed railway bridge and normal speed railway bridge.
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Chen, Ling Kun, Li Zhong Jiang, and Peng Liu. "Elasto-Plastic Earthquake Response Analysis of High-Speed Railway Bridge Fabricated Isolation Bearings." Materials Science Forum 675-677 (February 2011): 1175–78. http://dx.doi.org/10.4028/www.scientific.net/msf.675-677.1175.

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Basin rubber bearings are frequently used in high-speed railway bridge or passenger special line railway bridge, lead rubber bearings (LRB) are infrequently used in those railway bridges nowdays, the study on earthquake-resistant capability of railway bridge fabricated isolation bearing - the intelligent and functional structure - would be beneficial in engineering practices. Elasto-plastic earthquake responses of high-speed railway bridges fabricated LRB are studied by means of the finite element program, earthquake responses of railway bridges under high-speed vehicles and different earthqua
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Ma, Lin, Wei Zhang, Steve C. S. Cai, and Shaofan Li. "The dynamic amplification factors for continuous beam bridges along high-speed railways." Advances in Structural Engineering 24, no. 11 (2021): 2542–54. http://dx.doi.org/10.1177/13694332211003288.

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In this paper, the dynamic amplification factors (DAFs) of high-speed railway continuous girder bridges are studied. The vehicle-bridge interactions (VBIs) of 13 concrete continuous girder bridges with spans ranging from 48 to 130 m are analyzed, the influences of the train speed, the train marshalling and the bridge fundamental frequency on the DAF are investigated, and the DAF design standard for high-speed railway bridges is discussed. The results indicate that for the continuous beam bridge whose fundamental frequency is less than 3.0 Hz, the maximum DAF is no more than 1.15; while for the
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Wei, Zhao Lan, Qian Hui Pu, and Bin Li Wang. "Study on Condition Assessment of Highway Bridge, Normal-Speed and High-Speed Railway Bridge." Advanced Materials Research 328-330 (September 2011): 1026–30. http://dx.doi.org/10.4028/www.scientific.net/amr.328-330.1026.

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There are lots of theories and methods about condition assessment for highway bridge, and gradual perfection for normal-speed railway bridge, but only little for high-speed railway bridge, especially large-span and special structures. After studying on the contents, methods, theories and evaluation indexes of highway bridge and normal-speed railway bridge, combined with the characteristics of high-speed railway bridge, index system for high-speed railway bridge(medium and small span, large-span or special bridge structures) was conceived and discussed, which laid the foundation for the develop
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Zhanga, Yongjun, Qiangqiang Maa, Tianhui Mab, Shengrong Xiec, and Jun Peng. "CONSTRUCTION SAFETY INSPECTION PLATFORM OF HIGH-SPEED RAILWAY SUPER LARGE SWIVEL BRIDGE BASED ON NUMERICAL SIMULATION." Engineering Heritage Journal 7, no. 2 (2023): 108–12. http://dx.doi.org/10.26480/gwk.02.2023.108.112.

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In recent years, when building bridges across existing railways, in order to reduce the interference to the railway operation line during the construction process, parallel railways are often used to cast bridges and then rotate them. In this paper, combined with the engineering example of Zhaochuan Super Swivel Bridge on Beijing-Zhanghai High-speed Railway, the key and difficult points of the swivel bridge during construction are monitored, and compared with the computer simulation data, the static friction coefficient, dynamic friction coefficient and friction couple distance of the swivel s
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Wang, Shifu, Shaopeng Yang, Qi Wang, Lingfeng Luo, and Feng Wang. "Non-contact intelligent detection technology for railway arch bridge performance degradation based on UAV Image recognition." Journal of the Croatian Association of Civil Engineers 77, no. 1 (2025): 1–11. https://doi.org/10.14256/jce.3925.2023.

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Bridges are crucial components of high-speed railway projects, and their structural integrity significantly impacts the operational safety of high-speed railways. This paper introduces a non-contact intelligent detection technology for assessing the deterioration of high-speed railway bridges using unmanned aerial vehicle (UAV) image recognition. The methodology involves collecting image data using a UAV and digital camera and processing them technically to generate consistent point-cloud data. Subsequently, these data are integrated into a unified point-cloud model through point-cloud alignme
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Yuan, Jia Yu, Zhi Ping Zeng, Can Liu, Xian Feng He, and Kun Teng Zhu. "Study of Bridge Piers Lateral Stiffness in Railway Vehicle-Bridge System." Advanced Materials Research 1025-1026 (September 2014): 868–71. http://dx.doi.org/10.4028/www.scientific.net/amr.1025-1026.868.

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With the high-speed railway construction, studying of the vehicle-bridge vibration system increasingly important. This article established a range of high-speed trains linear model and standard high-speed railway 32 m span bridge model then a combination of both established based on ANSYS vehicle-bridge finite element model. Followed based on ANSYS high-speed train-bridge Coupled Vibration Simulation Analysis System. Analysis of a variety mound lateral stiffness, According to the analysis results of the piers of the basic principles. The bridge has been established based on the finite element
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Bachinilla, Brian, Ana Evangelista, Milind Siddhpura, Assed N. Haddad, and Bruno B. F. da Costa. "High-Speed Railway Bridge and Pile Foundation: A Review." Infrastructures 7, no. 11 (2022): 154. http://dx.doi.org/10.3390/infrastructures7110154.

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High-speed railway is trending in developing countries for economic reasons, mobility in the aftermath of COVID-19, and environmental concerns. The high-speed railway operators continuously improve the operational speed to transport more passengers in less time. However, increasing the train loads at high speed might increase the dynamic loads of bridges and affect their pile foundation. A stiffer railway bridge is mandatory for high-speed train safety and passenger riding comfort. However, a flexible bridge is ideal for responding to earthquakes. Thus, these two objectives are conflicting. Th
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Su, Jufeng, Yamin Sun, and Yuyang Liu. "Complexity Study on the Unsteady Flow Field and Aerodynamic Noise of High-Speed Railways on Bridges." Complexity 2018 (July 16, 2018): 1–16. http://dx.doi.org/10.1155/2018/7162731.

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To study complexity distributions of unsteady flow field and aerodynamic noise of a high-speed railway on bridges, an aerodynamic noise model of a railway was obtained. Meanwhile, detailed structures such as 6 bogies, 3 air conditioning units, 1 pantograph fairing, and 1 pantograph were considered. Numerical simulation was conducted to flow fields around the high-speed railway running on the bridge under a crosswind-free environment, with running speed of 350 km/h. Hence, unsteady flow behavior characteristics of the complete high-speed railway were obtained. Numerical simulation was conducted
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Dissertations / Theses on the topic "High-speed railway bridge"

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Björklund, Lena. "Dynamic Analysis of a Railway Bridge subjected to High Speed Trains." Thesis, KTH, Bro- och stålbyggnad, 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36794.

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Xu, Jin. "Machine Learning – Based Dynamic Response Prediction of High – Speed Railway Bridges." Thesis, KTH, Bro- och stålbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-278538.

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Targeting heavier freights and transporting passengers with higher speeds became the strategic railway development during the past decades significantly increasing interests on railway networks. Among different components of a railway network, bridges constitute a major portion imposing considerable construction and maintenance costs. On the other hand, heavier axle loads and higher trains speeds may cause resonance occurrence on bridges; which consequently limits operational train speed and lines. Therefore, satisfaction of new expectations requires conducting a large number of dynamic assess
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Lu, Xuzhao. "Nonlinear Seismic Responses of High-Speed Railway System considering Train-Bridge Interaction." Doctoral thesis, Kyoto University, 2020. http://hdl.handle.net/2433/253254.

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京都大学<br>0048<br>新制・課程博士<br>博士(工学)<br>甲第22418号<br>工博第4679号<br>新制||工||1730(附属図書館)<br>京都大学大学院工学研究科社会基盤工学専攻<br>(主査)教授 KIM Chul-Woo, 教授 清野 純史, 教授 杉浦 邦征<br>学位規則第4条第1項該当<br>Doctor of Philosophy (Engineering)<br>Kyoto University<br>DFAM
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Johansson, Christoffer. "Simplified dynamic analysis of railway bridges under high-speed trains." Licentiate thesis, KTH, Bro- och stålbyggnad, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-122436.

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The world-wide development of new high-speed rail lines has led to more stringent design requirements for railway bridges. This is mainly due to the fact that a train at high speeds can cause resonance in the bridge superstructure.  In order to avoid problems of this kind, it has become essential to perform dynamic simulations, which are usually carried out in a time consuming finite element program. The main reason for not using an analytical solution is that this type of solution only exists for simple bridges, e.g., simply supported bridges. The aim of this thesis, is therefore the developm
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Tavares, Rui Afonso. "Influence of the Vertical Support Stiffness on the Dynamic Behavior of High-Speed Railway Bridges." Thesis, KTH, Bro- och stålbyggnad, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36795.

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Elgazzar, Hesham. "End-Shield Bridges for High-Speed Railway : Full scale dynamic testing and numerical simulations." Licentiate thesis, KTH, Bro- och stålbyggnad, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-204774.

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The increasing need for High-Speed Railway (HSR) to reduce the travelling time requires increasing research within this field. Bridges are main components of any railway network, including HSR networks, and the optimization of their design for this purpose would contribute to a faster and more cost effective development of the HSR network. The initial investment, the running and maintenance costs of the bridges can be decreased through better understanding of the their dynamic behaviour. This thesis studies the dynamic behaviour of end-shield railway bridges under HSR operation. 2D beam analys
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Lind, Östlund Johan. "Dynamic soil-structure interaction of simply supported high-speed railway bridges." Licentiate thesis, KTH, Bro- och stålbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-279651.

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Research performed on the subject of dynamic soil-structure interaction (SS) concerning railway bridges is presented in this thesis with the focus on simply supported railway bridges supported by shallow foundations in soil strata on bedrock. The research aims to obtain insight into the SSI of high-speed railway bridges and to provide recommendations on how to model the soil-bridge system from a design perspective. A three-dimensional (3D) simply supported soil-bridge model was first developed and the effects from model assumptions made on the soil-foundation system was evaluated in a 3D setti
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Rashid, Shahbaz. "Parametric study of bridge response to high speed trains, ballasted track on concrete bridges." Thesis, KTH, Bro- och stålbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-99385.

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When a train enters a bridge, passenger sitting inside will feel a sudden bump in the track, which not only affect the riding comfort of the passengers but also put a dynamic impact on the bridge structure. Due to this impact force, we have very serious maintenance problems in the track close to the bridge structure. This sudden bump is produced when train travelling on the track suddenly hit by a very stiff medium like bridge structure. In order to reduce this effect, transition zones are introduced before the bridge so that the change in stiffness will occur gradually without producing any b
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Strand, Tommy, and Johannes Severin. "Soil-Structure Interaction of Pile Groups for High-Speed Railway Bridges." Thesis, KTH, Bro- och stålbyggnad, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231413.

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Allahvirdizadeh, Reza. "Reliability-Based Assessment and Optimization of High-Speed Railway Bridges." Licentiate thesis, KTH, Bro- och stålbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-301318.

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Increasing the operational speed of trains has attracted a lot of interest in the last decades and has brought new challenges, especially in terms of infrastructure design methodology, as it may induce excessive vibrations. Such demands can damage bridges, which in turn increases maintenance costs, endangers the safety of passing trains and disrupts passenger comfort. Conventional design provisions should therefore be evaluated in the light of modern concerns; nevertheless, several previous studies have highlighted some of their shortcomings. It should be emphasized that most of these studies
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Books on the topic "High-speed railway bridge"

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Li, Qiuyi, Bin Zhu, and Shijie Zhang. Continuously Welded Turnouts on High-Speed Railway Bridge. Springer Nature Singapore, 2025. http://dx.doi.org/10.1007/978-981-97-6524-9.

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Rui, Calçada, Delgado Raimundo, and Matos António Campos e, eds. Bridges for high-speed railways. Taylor & Francis, 2008.

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Raimundo, Delgado, ed. Dynamics of high-speed railway bridges. Taylor & Francis, 2008.

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Rui, Calçada, ed. Track-bridge interaction on high-speed railways. Taylor & Francis, 2008.

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Xia, He, Nan Zhang, and Weiwei Guo. Dynamic Interaction of Train-Bridge Systems in High-Speed Railways. Springer Berlin Heidelberg, 2018. http://dx.doi.org/10.1007/978-3-662-54871-4.

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Romo, José. High-Speed Railway Bridges: Concept Design Guideline. Ernst & Sohn Verlag fur Architektur und Technische, Wilhelm, 2022.

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Romo, José. High-Speed Railway Bridges: Concept Design Guideline. Wiley & Sons, Limited, John, 2022.

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Romo, José. High-Speed Railway Bridges: Concept Design Guideline. Ernst & Sohn Verlag fur Architektur und Technische, Wilhelm, 2022.

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Romo, José. High-Speed Railway Bridges: Concept Design Guideline. Wiley & Sons, Limited, John, 2022.

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Romo, José. High-Speed Railway Bridges: Concept Design Guideline. Ernst & Sohn Verlag fur Architektur und Technische, Wilhelm, 2022.

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Book chapters on the topic "High-speed railway bridge"

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Jangid, Ravi, and Manish Kumar. "Impact Factor for High-Speed Railway Bridge Structures." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-6603-1_27.

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Zhou, Hongyu, Haoda Wang, Quanzhou Ma, and Shuai Han. "Research on Fatigue Rigidity Degradation of Prestressed Concrete Box Girders." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. https://doi.org/10.1007/978-981-97-6238-5_18.

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AbstractThe intercity high-speed railway is developing towards an operating mode of ultra high speed, large capacity, and high frequency, and the frequency of driving loads borne by structures has also significantly increased, which is bound to accelerate the accumulation and development process of fatigue damage on elevated bridge vehicles. Therefore, this article takes the 32 m prestressed concrete box girder of Tianjin High Speed Railway as the research object, and uses similarity theory to design and manufacture three model test beams. To study the fatigue stiffness degradation of prestres
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Jiménez-Alonso, J. F., J. Naranjo-Pérez, C. M. C. Renedo, J. H. García-Palacios, and I. M. Díaz. "Integrating CWT and CNN for damage detection in high-speed railway bridges." In Bridge Maintenance, Safety, Management, Digitalization and Sustainability. CRC Press, 2024. http://dx.doi.org/10.1201/9781003483755-275.

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Reichel, Michael, Guido Altersberger, and Lutz Sparowitz. "UHPFRC Prototype for a Flexible Modular Temporary High-Speed Railway Bridge." In Designing and Building with UHPFRC. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118557839.ch18.

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Gao, Mangmang, Jingjing Yang, Guolong Li, Xianfu Sun, and Yunlu Wang. "Vertical Resonance Analysis of Vehicle and Bridge on High-Speed Railway." In Lecture Notes in Mechanical Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-66971-2_70.

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Huang, M. C., C. H. Chen, and T. C. Chen. "System identification of a high-speed railway bridge with consideration of bridge-soil interaction." In Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation (ISEV 2005). CRC Press, 2021. http://dx.doi.org/10.1201/9781003209379-38.

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Zhang, Xiaoan, Guangtian Shi, Jianjin Yang, and Xiaoyun Zhang. "MTMDs-Based Noise Control for Box-Girder Bridge of High Speed Railway." In Communications in Computer and Information Science. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6373-2_61.

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Bagli, Shahrokh, K. Rajagopal, Manjul Mathur, et al. "Geocells in bridge approach transitions for high-speed railway – A case study." In Geosynthetics: Leading the Way to a Resilient Planet. CRC Press, 2023. http://dx.doi.org/10.1201/9781003386889-265.

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Yan, Bin, Gaoxiang Zhang, and Haoran Xie. "Interaction Between Tracks and Continuous Rigid-Frame Bridge Carrying High-Speed Railway." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2349-6_27.

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Cheng, Guohui, Yao Shan, and Xiangliang Zhou. "Influence of Metro Vehicle Operation on Adjacent High-Speed Railway Bridge Pier." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77238-3_72.

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Conference papers on the topic "High-speed railway bridge"

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Cañada Pérez-Sala, Javier, and Ana M. Ruiz-Teran. "Numerical analysis of Precast Concrete Segmental Bridge decks for High-Speed Railway lines with external and internal prestressing tendons." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0643.

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&lt;p&gt;Precast Concrete Segmental Bridges (PCSBs) tend to incorporate bonded internal prestressing tendons and unbonded external tendons. Each type of tendons has different characteristics regarding mechanical behaviour, durability, and ease of construction. In order to study the influence of combining the two types of tendons in PCSBs for high-speed railways, Finite Element models of a benchmark case with different proportions of internal and external prestressing tendons have been analysed. Static and dynamic load models representing the actions of high-speed trains circulating over the br
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Tang, Runfeng, Yuhan Zhang, Xiaowen Wang, and Wei He. "A Design of Bridge with Combined U-Box Section Girder and Its Carbon Emission Evaluation." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0776.

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&lt;p&gt;Based on the proposed scheme of the bridge of Jieyang-Huilai Railway overpassing Meizhou- Shantou High-speed Railway, a 2×72m continuous beam bridge with combined U-Box section Ultra- high performance concrete (UHPC) girder, which was evaluated carbon emission, was designed. To quantitatively assess the carbon emission advantages of the design compared with the proposed scheme utilizing normal concrete (NC), life cycle assessment (LCA) method was employed in quantitatively analyzing this design and the proposed scheme. The comparative research findings indicated that the total carbon
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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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&lt;p&gt;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.&lt;/p&gt;&lt;p&gt;In the past decades, the sea-crossing railway cable-stayed bridges mostly adopted steel truss girder. Quanzhou Bay Railway Bri
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CASTRO-TRIGUERO, RAFAEL, RAFAEL GALLEGO SEVILLA, and FERNANDO LEON-GARCIA. "SMART STRUCTURAL HEALTH MONITORING FOR HIGH-SPEED RAILWAY BRIDGES." In Structural Health Monitoring 2023. Destech Publications, Inc., 2023. http://dx.doi.org/10.12783/shm2023/36922.

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The management of ageing civil infrastructure represents one of the most pressing challenges of modern societies. The last Infrastructure Report Card of the American Society of Civil Engineers (2017) estimated that 39% of the more than 600.000 bridges in USA are over 50 years old and estimated the rehabilitation costs at $123 billion. A similar picture emerges across Europe. Spain counts more than 2.606 km of high-speed railway, and a total of 207 critical bridges. An important number of them presents of one form of degradation or damage. The replacement rate is very low and that means an incr
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Diping, Li. "Innovation design of a ballastless cable-stayed bridge with main span of 300m in high-speed railway." 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.2018.0534.

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&lt;p&gt;Right now, for bridges paved with ballastless track on high-speed railway with operating speed of 350km per hour in the world, the maximum span is 185m, and larger span bridges are all paved with ballasted track. The speed of the train passing through the large span bridge has to be limited to be not more than 250km per hour, which becomes a neck for high-speed trains running on the whole line. Laying ballastless track on large span bridges has become a technical problem to expand application range of ballastless track. This paper is based on a cable-stayed bridge with main span of 30
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Zhang, Xun, Dejun Liu, Xiaozhen Li, Yadong Li, Guoqiang Wu, and Liang Xu. "Analysis of Noise Radiated by High-Speed Railway Bridge." In Third International Conference on Transportation Engineering (ICTE). American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41184(419)471.

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Wu, Fengyuan, Chenlin Feng, and Ye Xia. "Construction Technologies of a large span Railway Suspension Bridge- Wufengshan Bridge." 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.2022.0152.

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&lt;p&gt;This paper is to introduce construction technologies of a thousand-meter scal high-speed railway suspension bridge in China, Wufengshan Bridge. There are basic principles applied throughout the bridge construction process: 1) To pay attention to innovations in bridge design method and basic theory by emphasizing both life cycle optimization design and durability design; 2) To advance key bridge construction technology; 3) To grasp the state deterioration mechanism and evolution law of the bridge operation and maintenance process in advance; 4) To build a whole life-cycle management fr
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Rui, Gan, Yan Bin, and Zhang Gaoxiang. "Seismic Response Law of Suspension Bridge-track System of High- Speed Railway." In IABSE Conference, Seoul 2020: Risk Intelligence of Infrastructures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/seoul.2020.145.

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&lt;p&gt;Taking a suspension bridge of (84+84+1092+84+84) m high-speed railway as an example, a nonlinear dynamic simulation model of the interaction between the long-span suspension bridge and the four tracks is established, which considers the bridge tower, main cable, suspender, steel truss beam, orthogonal special-shaped plate, rail and adjacent bridge span structure. The seismic response of the CWR system of the railway suspension bridge under the seismic wave is analyzed. The results show that: setting rail expansion regulators at both ends of suspension bridge can greatly reduce rail st
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Jiang, Xin, Xinxin Zhao, and Suoting Hu. "A PHM System for Bridge Monitoring on High Speed Railway." In 2017 International Conference on Sensing, Diagnostics, Prognostics and Control (SDPC). IEEE, 2017. http://dx.doi.org/10.1109/sdpc.2017.77.

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Chen Yi-xin and Lv Peng-min. "Structural optimization design for high-speed railway bridge erecting machine." In International Conference on Advanced Technology of Design and Manufacture (ATDM 2010). IET, 2010. http://dx.doi.org/10.1049/cp.2010.1283.

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Reports on the topic "High-speed railway bridge"

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Ma, Chao. Evaluation of earthquake hazard of Hongshanzhuang Bridge in Jinghu High-speed Railway. Iowa State University, 2019. http://dx.doi.org/10.31274/cc-20240624-662.

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Wong, Ka Ying, Sakshi Pandey, Veronica Ern Hui Wee, and KE Seetha Ram. Planning and Capacity Building for High-Speed Rail Development in India: Five Key Lessons. Asian Development Bank Institute, 2023. http://dx.doi.org/10.56506/pgrm7468.

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Abstract:
India’s urbanization rate has increased from 26% in 1991 to 35% in 2021, and it is expected to reach 41% by 2030 (World Bank 2022). In response to this, as the backbone of its growing economy, the country’s infrastructure development, particularly transportation development, has been heavily emphasized. The railway sector will see an investment of $715.41 billion by 2030. Along with a series of supporting government policies, an opportunity to expand the high-speed rail (HSR) network has been presented in India. From the viewpoint of the government, HSR is an effective tool to address the surg
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