新皇冠体育app

Encyclopedia of Earthquake Engineering

Living Edition
| Editors: Michael Beer, Ioannis A. Kougioumtzoglou, Edoardo Patelli, Ivan Siu-Kui Au

Design of Cable-Supported Bridges: Control Strategies

  • Konstantinos GkoumasEmail author
  • Francesco Petrini
  • Franco Bontempi
Living reference work entry
DOI: http://doi.org/10.1007/978-3-642-36197-5_320-1
  • 3.1k Downloads

Synonyms

Introduction

The introduction of cable-supported bridges in modern-day bridge engineering, in the form of cable-stayed and suspension bridges, allowed to overcome spans unimagined decades ago. This was helped by advances in construction, materials, equipment, and numerical methods. Nowadays, the implementation of cable-supported structural schemes allows to span lengths in the range from 200 m to 2,000 m (and beyond), thus covering approximately 90 % of the present span range (Gimsing and Georgakis 2012).

新皇冠体育appCable-supported bridges are basically divided into two types: cable-stayed and suspension bridges. Although both have as common factor the cable support, their geometry and structural configuration are radically different.

新皇冠体育appCable-stayed bridges, in which the bridge deck is supported by straight cables directly by the pylons, emerged in their modern form...

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References

  1. Bontempi F (2006) Basis of design and expected performances for the Messina Strait Bridge. In: International conference on bridge engineering – challenges in the 21st century, Hong Kong, 1–3 Nov.
  2. Burdette NJ, Elnashai AS, Lupoi A, Sextos AG (2008) The effect of asynchronous earthquake motion on complex bridges. Part 1: methodology and input motion. J Br Eng ASCE 13(2):158–165
  3. Duan YF, Ni YQ, Ko JM (2006) Cable vibration control using magnetorheological dampers. J Intell Mater Syst Struct 17(4):321–325
  4. Filiatrault A, Tinawi R, Massicotte B (1993) Damage to cable-stayed bridge during 1988 Saguenay earthquake. I. Pseudostatic analysis. J struct Eng 119(5):1432–1449
  5. Fujino Y, Siringoringo D (2008) Structural health monitoring of bridges in Japan: an overview of the current trend. In: Fourth international conference on FRP composites in civil engineering (CICE2008), Zurich, 22–24 July.
  6. Fujino Y, Siringoringo D (2013) Vibration mechanisms and controls of long-span bridges: a review. Struct Eng Int 3:248–268
  7. Gimsing NJ, Georgakis CT (2012) Introduction, in Cable Supported Bridges: Concept and Design, Third Edition, John Wiley & Sons, Ltd, Chichester, UK. doi: 10.1002/9781119978237.ch
  8. Housner G, Bergman L, Caughey T, Chassiakos A, Claus R, Masri S, Skelton R, Soong T, Spencer B, Yao J (1997) Structural control: past, present, and future. J Eng Mech 123(9):897–971
  9. Jacques C (2011) The Rion-Antirion bridge – when a dream becomes reality. Front Archit Civil Eng China 5(4):415–426
  10. Kitagawa M (2004) Technology of the Akashi Kaikyo bridge. Struct Control Health Monit 11:75–90
  11. Koh H-M, Lee H-S, Kim S, Choo JF (2009) Monitoring of bridges in Korea. In: Christian B, Fou-Kuo C, Yozo F (eds), Encyclopedia of structural health monitoring. Wiley.
  12. Kosa K, Tasaki K (2003) Detailed investigation of PC Cable-stayed Bridge damaged in the 1999 Taiwan earthquake. In: Proceedings of the 19th US – Japan Bridge Engineering Workshop, Tsukuba Science City, Japan, 27–29 Oct.
  13. Li H, Liu M, Li J, Guan X, Ou J (2007) Vibration control of stay cables of the Shandong Binzhou Yellow River Highway Bridge using magnetorheological fluid dampers. J Br Eng ASCE 12(4):401–409
  14. Naganuma T, Kitazawa M, Adachi Y, Noguchi J (2000) Seismic design and behavior of the Higashi-Kobe Bridge and restoration after the 1995 Kobe Earthquake. 12 WCEE, paper no 2793, Auckland
  15. Ni YQ, Wong KY (2012) Integrating bridge structural health monitoring and condition-based maintenance management. Lecture 06: workshop on civil structural health monitoring (CSHM-4) “SHM systems supporting extension of the structures’ service life”, Berlin, 6–8 Nov
  16. Papanikolas P, Stathopoulos-Vlamis A, Panagis A, Pecker A, Infanti S (2010) The behavior of Rion-Antirion Bridge during the Earthquake of “ACHAIA-ILIA” on June 8, 2008. In: Third international fib congress incorporating the PCI annual convention and bridge conference, Washington, DC, 29 May–2 June
  17. Patel DJ (2013) Shock transmission units in construction. ICE, London
  18. Shen WA, Zhu S (2014) Harvesting energy via electromagnetic damper: application to bridge stay cables. J Intell Mater Syst Struct. doi:10.1177/1045389X13519003, Published online before print 21 Jan 2014
  19. Siringoringo D, Fujino Y, Namikawa K (2013) Seismic response analyses of the Yokohama Bay cable-stayed bridge in the 2011 Great East Japan Earthquake. J Br Eng ASCE. doi:10.1061/(ASCE)BE.1943-5592.0000508, A4014006
  20. Spencer B, Nagarajaiah S (2003) State of the art of structural control. J Struct Eng ASCE 129(7):845–856
  21. Spencer BF, Soong TT (1999) New application and development of active, semi-active and Hybrid control techniques for seismic and non seismic vibration in the USA. In: International post-SmiRT conference seminar on seismic isolation, passive energy dissipation and active control of vibration of structures, Cheju, 23–25 Aug
  22. Sun L, Sun Z, Dan D, Zhang Q, Huang H (2009) Researches and implementations of structural health monitoring systems for long span bridges in China. Doboku Gakkai Ronbunshuu A 65(1):15–29
  23. Wierschem NE, Spencer B, Bergman LA, Vakakis AF (2011) Numerical study of nonlinear energy sinks for seismic response reduction. In: ANCRISST 2011 – The sixth international workshop on advanced smart structures and technology, Dalian
  24. Yao JTP (1972) Concept of structural control. J Struct Div 98(7):1567–1574
  25. You Q, He P, Dong X, Zhang X, Wu S (2008) Sutong bridge – the longest cable-stayed bridge in the world. Struct Eng Int 18(4):390–395

Copyright information

© Springer-Verlag Berlin Heidelberg 2021

Authors and Affiliations

  • Konstantinos Gkoumas
    • 1
    Email author
  • Francesco Petrini
    • 1
  • Franco Bontempi
    • 1
  1. 1.Department of Structural and Geotechnical EngineeringSapienza University of RomeRomeItaly