Skip to main content
Top

2025 | OriginalPaper | Chapter

3. Loading Patterns of Long-Span Suspension Railway Bridges

Author : Gongyi Xu

Published in: Design of Long Span Railway Suspension Bridges

Publisher: Springer Nature Singapore

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

The bridge loading mode is the basis of railway bridge design and one of the most important parameters for design calculation. The design train load for railway bridges is an envelope load, which shall meet the needs of both transportation capacity and the development of rolling stock. It shall also ensure that the load-bearing structure has a certain degree of reliability to ensure safe transportation.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
1.
go back to reference Renda Zhao. Large span railway bridge. Beijing: China Railway Publishing House; 2012. Renda Zhao. Large span railway bridge. Beijing: China Railway Publishing House; 2012.
2.
go back to reference Suoting Hu,li Wang. Research on design load standard of high-speed railway. Beijing: China Academy of Railway Sciences; 2017. Suoting Hu,li Wang. Research on design load standard of high-speed railway. Beijing: China Academy of Railway Sciences; 2017.
3.
go back to reference Gongyi Xu. Research on mechanical performance of kilometer-span railway bridge. China Railway Science. 2011;32(2):56–60. Gongyi Xu. Research on mechanical performance of kilometer-span railway bridge. China Railway Science. 2011;32(2):56–60.
4.
go back to reference Shuli Sun. Design and practice of high-speed railway bridge. Beijing: China Railway Publishing House; 2011. Shuli Sun. Design and practice of high-speed railway bridge. Beijing: China Railway Publishing House; 2011.
5.
go back to reference Ministry of Transport. Code for wind resistance design of highway bridges: JTG/T 3360-01-2018. Beijing: China Communication Press; 2018. Ministry of Transport. Code for wind resistance design of highway bridges: JTG/T 3360-01-2018. Beijing: China Communication Press; 2018.
6.
go back to reference Jinxin Gong, Weiwei Weid. Reliability design principle of engineering structure. Beijing: China Machine Press; 2007. Jinxin Gong, Weiwei Weid. Reliability design principle of engineering structure. Beijing: China Machine Press; 2007.
7.
go back to reference Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Unified Standard for Reliability Design of Engineering Structures: GB 30153-2008. Beijing: China Planning Press; 2009. Ministry of Housing and Urban-Rural Development of the People’s Republic of China. Unified Standard for Reliability Design of Engineering Structures: GB 30153-2008. Beijing: China Planning Press; 2009.
8.
go back to reference China State Railway Group Co., Ltd. Unified Standard for Reliability Design of Railway Engineering Structures (Trial): Q/CR 9007-2014. Beijing: China Railway Publishing House; 2014. China State Railway Group Co., Ltd. Unified Standard for Reliability Design of Railway Engineering Structures (Trial): Q/CR 9007-2014. Beijing: China Railway Publishing House; 2014.
9.
go back to reference China State Railway Group Co., Ltd. Code for Design of Railway Bridges and Culverts TB 10002-2017. Beijing: China Railway Publishing House; 2017. China State Railway Group Co., Ltd. Code for Design of Railway Bridges and Culverts TB 10002-2017. Beijing: China Railway Publishing House; 2017.
10.
go back to reference National Railway Administration. Code for Design of High-speed Railway: TB 10621-2014. Beijing: China Railway Publishing House; 2015. National Railway Administration. Code for Design of High-speed Railway: TB 10621-2014. Beijing: China Railway Publishing House; 2015.
11.
go back to reference Yue Tian, Xin Cui. Study on fatigue design coefficients of 6 lines for long-span railway bridges. Steel Construction. 2007;22(4):10–14. Yue Tian, Xin Cui. Study on fatigue design coefficients of 6 lines for long-span railway bridges. Steel Construction. 2007;22(4):10–14.
12.
go back to reference Napoles OM, Steenbergen RDJM. Large-scale hybrid Bayesian network for traffic load modeling from weigh-in-motion system data. Journal of Bridge Engineering, 2015;20(1):04014059.1–04014059.10. Napoles OM, Steenbergen RDJM. Large-scale hybrid Bayesian network for traffic load modeling from weigh-in-motion system data. Journal of Bridge Engineering, 2015;20(1):04014059.1–04014059.10.
13.
go back to reference Ditlevsen O, Madsen HO. Stochastic vehicle-queue-load model for large bridges. Journal of Engineering Mechanics. 1994;120(9):1829–1847. Ditlevsen O, Madsen HO. Stochastic vehicle-queue-load model for large bridges. Journal of Engineering Mechanics. 1994;120(9):1829–1847.
14.
go back to reference Jian Xia, Zhouhong Zong, Zegang Yang et al. Vehicle load model of long span cable-stayed bridge based on GPS. China Journal of Highway and Transport.2016;29(1):44–52. Jian Xia, Zhouhong Zong, Zegang Yang et al. Vehicle load model of long span cable-stayed bridge based on GPS. China Journal of Highway and Transport.2016;29(1):44–52.
15.
go back to reference Jun Wu, Fei Yang, Wanshui Han. Simulation of vehicle load on large span bridge based on measurement and CA model. Journal of Railway Science and Engineering. 2014;11(4):14–18. Jun Wu, Fei Yang, Wanshui Han. Simulation of vehicle load on large span bridge based on measurement and CA model. Journal of Railway Science and Engineering. 2014;11(4):14–18.
16.
go back to reference Xiaoyan Yang, Jinxin Gong, Qiwei Zhang. Probabilistic model and reliability analysis of cable-stayed force under random vehicle load. Journal of Architecture and Civil Engineering. 2014;31(2):90–98. Xiaoyan Yang, Jinxin Gong, Qiwei Zhang. Probabilistic model and reliability analysis of cable-stayed force under random vehicle load. Journal of Architecture and Civil Engineering. 2014;31(2):90–98.
17.
go back to reference Wanshan Zheng, Guangwu Tang, Gang Zheng. Selection of moving load in fatigue parameter analysis of large span cable-stayed bridge. Technology of Highway and Transport. 2010;5:52–55. Wanshan Zheng, Guangwu Tang, Gang Zheng. Selection of moving load in fatigue parameter analysis of large span cable-stayed bridge. Technology of Highway and Transport. 2010;5:52–55.
Metadata
Title
Loading Patterns of Long-Span Suspension Railway Bridges
Author
Gongyi Xu
Copyright Year
2025
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-99-8394-0_3