Cable-Stiffened Hinged Arch Bridges

  • João FonsecaEmail author
  • Clemente Pinto
Conference paper
Part of the Structural Integrity book series (STIN, volume 11)


The present article intends to divulge an innovative concept for large span bridges with articulated slender arch and thin deck. Definitive prestressed ties, connected between the arch and the foundations, are used to stabilize the hinged arch, mobilizing external reactions. The ties are prestressed in order to remain tensioned under the effect of external actions, ensuring effective addition of stiffness both in tension and in relative compression. The prestressed ties are true pillars for the traffic variable actions, for which the arch has not anti-funicular shape. The viability of the solution is demonstrated with a practical example for a railway bridge with span L = 400 m.


Arch bridge Long span Conceptual design Hinged arch 


  1. 1.
    Zheng, J., Wang, J.: Concrete-filled steel tube arch bridges in China. Engineering 4, 143–155 (2018)CrossRefGoogle Scholar
  2. 2.
    Chen, B., Wang, T.: Overview of concrete filled steel tube arch bridges in China. Pract. Struct. Des. Constr. 14(2), 70–80 (2009)CrossRefGoogle Scholar
  3. 3.
    Chen, B.: Long span arch bridges in China. Chinese-Croatian Joint Colloquium – Long Span Arch Bridges (2008)Google Scholar
  4. 4.
    Qin, S., Zongyu, G.: Developments and prospects of long-span high-speed railway bridge technologies in China. Engineering 3, 787–794 (2017)CrossRefGoogle Scholar
  5. 5.
    Billington, D.: Robert Maillart’s Bridges: The Art of Engineering. Princeton University Press, Princeton (1979)Google Scholar
  6. 6.
    EN1991-2:2003-E: Eurocode 1: Actions on structures - Part 2: Traffic loads on bridges. European Committee for Standardization (CEN), Brussels (2003)Google Scholar
  7. 7.
    EN1990-prAnnexA2: Eurocode: Basis of Structural Design, Annex A2: Application for bridges (Normative), Final PT Draft, European Committee for Standardization (CEN), Brussels (2002)Google Scholar
  8. 8.
    Liu, W., Zhu, B., Yu, Z., Han, X.: Seismic response analysis of Yachi River super-large bridge. Procedia Eng. 12, 149–155 (2011)CrossRefGoogle Scholar
  9. 9.
    Zhang, Z., Wan, Q., Shi, L.: Development of cooperative system bridges. J. Chongqing Univ. 7(3), 198–205 (2008)CrossRefGoogle Scholar
  10. 10.
    Klein, P., Yamout, M.: Cable-stayed Arch Bridge, Putrajaya, Kuala Lumpur. Malays. Struct. Eng. Int. 13(3), 196–199 (2003)CrossRefGoogle Scholar
  11. 11.
    Kang, H., Zhao, Y., Zhu, H., Jin, Y.: Static behavior of a new type of cable-arch bridge. J. Constr. Steel Res. 81, 1–10 (2013)CrossRefGoogle Scholar
  12. 12.
    Autodesk Robot Structural Analysis Professional 2019 ®Google Scholar

Copyright information

© Springer Nature Switzerland AG 2020

Authors and Affiliations

  1. 1.University of Beira InteriorCovilhãPortugal

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