Skip to main content

Motion-Dependent Forces on Streamlined Bridge Girders and Their Influencing Parameters – Observations from Wind Tunnel Buffeting Response Data

  • Conference paper
  • First Online:
  • 1420 Accesses

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 27))

Abstract

Aerodynamic stability of long-span bridges is most readily examined in the frequency domain, with self-excited forces modelled as linearized functions of the bridge velocities and displacements. The present paper briefly recalls the experimental approaches to characterize the motion-dependent forces, and further explores the validity of superposition of the linearized load components, in presence of various influencing parameters. Flutter derivatives obtained with section models of two streamlined bridge girders in ambient vibrations are revisited. Emphasis is placed on the influence of the twisting to vertical frequency ratio and the type of the participating degrees of freedom on the identified wind-structure interaction. A novel aspect of the analysis of the buffeting response data is also attempted, in order to isolate the significance of the twisting amplitude on the self-excited wind forces in ambient vibrations.

This is a preview of subscription content, log in via an institution.

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   169.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD   219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

References

  • Bogunović Jakobsen J, Hjorth-Hansen E (1995) Determination of the aerodynamic derivatives by a system identification method. J Wind Eng Ind Aerodyn 57:295–305

    Article  Google Scholar 

  • Chowdhury AG, Sarkar PP (2003) A new technique for identification of eighteen flutter derivatives using a three-degree-of-freedom section model. Eng Struct 25:1763–1772

    Article  Google Scholar 

  • Diana G, Resta F, Zasso A, Belloli M, Rocchi D (2004) Forced motion and free motion aeroelastic tests on a new concept dynamometric section model of the Messina suspension bridge. J Wind Eng Ind Aerodyn 92:441–462

    Article  Google Scholar 

  • Diana G, Rocchi D, Argentini T, Muggiasca S (2010) Aerodynamic instability of a bridge deck section model: linear and nonlinear approach to force modeling. J Wind Eng Ind Aerodyn 98(6–7):363–374

    Article  Google Scholar 

  • Falco M, Curami A, Zasso A (1992) Nonlinear effects in sectional model aeroelastic parameters identification. J Wind Eng Ind Aerodyn 42:1321–1332

    Article  Google Scholar 

  • Flamand O, de la Foye A (2000) Aerodynamic derivatives of three bridge decks measured by the forced oscillation technique. In: Proceedings of 3rd European & African conference on wind engineering, Eindhoven, 2–6 July, pp 605–610

    Google Scholar 

  • Hansen SO, Lollesgaard M, Rex S, Jakobsen JB, Hjorth-Hansen E (2009) The Hardanger bridge: static and dynamic wind tunnel tests with a section model. Prepared for Norwegian Public Roads Administration, Revision 2, Svend Ole Hansen ApS (rev 0 in 2006)

    Google Scholar 

  • Hansen SO, Lollesgaard M, Rex S, Jakobsen JB, Hjorth-Hansen E (2007). The Brandangersundet bridge: static and dynamic wind tunnel tests with a section model. Prepared for Norwegian Public Roads Administration, Revision 1, Svend Ole Hansen ApS

    Google Scholar 

  • Jakobsen JB, Hjorth-Hansen E (2007) Arne Selberg’s formula for flutter in light of multi-modal flutter analysis. In: Proceedings of 12th international conference on wind engineering, Cairns, Australia, 1–6 July, pp 135–142

    Google Scholar 

  • Lee S, Kwon SD (2011) Effects of turbulence properties on bridge aerodynamics. In: Proceedings of the 13th international conference on wind engineering, Amsterdam, July 10–15

    Google Scholar 

  • Matsumoto M, Kobayashi Y, Niihara Y, Shirato H (1994) Flutter mechanism and its stabilization of bluff bodies. In: Wind engineering: retrospect and prospect, proceedings of the ninth international conference on wind engineering, January 1995. John Wiley Eastern, New Delhi

    Google Scholar 

  • Mikkelsen O (2013) Modelling of wind loads and wind-induced response of a long-span bridge in time-domain. PhD thesis, University of Stavanger

    Google Scholar 

  • Mikkelsen O, Jakobsen JB (2017) Aeroelastic response from indicial functions with a finite element model of a suspension bridge. In: IOP conference series: materials science and engineering, vol 276, no 1, pp 1–18

    Article  Google Scholar 

  • Neuhaus CH, Roesler S, Höffer R, Hortmanns M, Zahlten W (2009) Identification of 18 flutter derivatives by forced vibration tests – a new experimental rig. In: Proceedings of the 5th european conference on wind engineering, 19–23 July. Firenze University Press, Firenze, pp 361–364

    Google Scholar 

  • Noda M, Utsunomiya M, Nagao F, Kanda M, Shiraishi N (2003) Effects of oscillation amplitude on aerodynamic derivatives. J Wind Eng Ind Aerodyn 91(1–2):101–111

    Article  Google Scholar 

  • Sarkar PP, Jones NP, Scanlan RH (1994) Identification of aeroelastic parameters of flexible bridges. J Eng Mech 120(8):1719–1741

    Article  Google Scholar 

  • Sarkar PP, Caracoglia L, Haan FL, Sato H, Murakoshi J (2009) Comparative and sensitivity study of flutter derivatives of selected bridge deck sections, part 1: analysis of inter-laboratory experimental data. Eng Struct 31(1):158–169

    Article  Google Scholar 

  • Scanlan RH, Sabzevari A (1969) Experimental aerodynamic coefficients in the analytical study of suspension bridge flutter. J Mech Eng Sci 11(3):234–242

    Article  Google Scholar 

  • Scanlan RH (1992) Wind dynamics of long-span bridges. In: Larsen A (ed) Aerodynamics of large bridges: proceedings of the first international symposium on aerodynamics of large bridges, Copenhagen, 19–21 February. Balkema

    Google Scholar 

  • Selberg A (1961) Oscillation and aerodynamic stability of suspension bridges. Acta Poytech Scand 13

    Google Scholar 

  • Selberg A, Hjorth-Hansen E (1977) The fate of flat plate aerodynamics in the world of bridge decks. In: Proceedings of the theodorsen colloquim. Universitetsforlaget, Oslo

    Google Scholar 

  • Siedziako B, Øiseth O, Rønnquist A (2017) An enhanced forced vibration rig for wind tunnel testing of bridge deck section models in arbitrary motion. J Wind Eng Ind Aerodyn 64:152–163

    Article  Google Scholar 

  • Poulsen NK, Damsgaard A, Reinhold TA (1992) Determination of flutter derivatives for the great belt bridge. J Wind Eng Ind Aerodyn 41(1–3):153–164

    Article  Google Scholar 

  • Ukeguchi N, Sakata H, Nishitani H (1966) An investigation of aeroelastic stability of suspension bridges. In: Proceedings from the international symposium on suspension bridges, pp 79–100

    Google Scholar 

  • Wang Q (2015) Study on nonlinear motion-induced aerodynamic force of streamline box girder under different harmonic motions using forced vibration test (2015). In: 14th international conference on wind engineering, Porto Alegre, June 21–26. Conference presentation and personal communication

    Google Scholar 

Download references

Acknowledgements

The author is grateful to a number of colleagues who developed and conducted the wind tunnel studies revisited in this work: dr. Svend Ole Hansen and his wind tunnel team, Prof. Emeritus Erik Hjorth-Hansen from the Norwegian University of Science and Technology, The Norwegian Public Administration represented by dr. Bjørn Isaksen, Prof. Rudiger Höffer and dr. Christian Neuhaus from the Ruhr University of Bochum, and Ass. Prof. Ove Mikkelsen from the University of Stavanger. Assistance of dr. Etienne Cheynet from the University of Stavanger in the manuscript preparation is also greatly appreciated.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to J. B. Jakobsen .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer Nature Switzerland AG

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Jakobsen, J.B. (2019). Motion-Dependent Forces on Streamlined Bridge Girders and Their Influencing Parameters – Observations from Wind Tunnel Buffeting Response Data. In: Ricciardelli, F., Avossa, A. (eds) Proceedings of the XV Conference of the Italian Association for Wind Engineering. IN VENTO 2018. Lecture Notes in Civil Engineering, vol 27. Springer, Cham. https://doi.org/10.1007/978-3-030-12815-9_31

Download citation

  • DOI: https://doi.org/10.1007/978-3-030-12815-9_31

  • Published:

  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-12814-2

  • Online ISBN: 978-3-030-12815-9

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics