Skip to main content
Log in

Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment

  • Research Article
  • Special Column on Civil Structure Vibration Based Health and Safety Monitoring
  • Published:
Frontiers of Structural and Civil Engineering Aims and scope Submit manuscript

Abstract

A multi-channel continuous dynamic monitoring system has been installed in a centenary iron arch bridge on late November 2011. The historic infrastructure, completed in 1889 and crossing the Adda river about 50 km far from Milan, is the most important monument of XIX century iron architecture in Italy and is still used as roadway and railway bridge. The monitoring project follows a series of preliminary ambient vibration tests carried out on the bridge since June 2009.

The paper describes the bridge structure and its dynamic characteristics identified from the experimental studies developed since 2009, the installed monitoring system and the software developed in LabVIEW for automatically processing the collected data. Subsequently, the tracking of automatically identified natural frequencies over a period of about 18 months is presented and discussed, highlighting the effects of environmental and operational conditions on the bridge dynamic characteristics as well as the detection of structural changes, mainly based on natural frequencies shifts.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Federal Highway Administration. Status of the Nation’s highways, bridges and transit: conditions and performance-Report to Congress. Technical Report, U S Department of Transportation, 2008

    Google Scholar 

  2. Wenzel H. Health Monitoring of Bridges. John Wiley & Sons, 2009

    Book  Google Scholar 

  3. Abe M, Fujino Y. Bridge monitoring in Japan. In: Encyclopedia of Structural Health Monitoring, John Wiley & Sons, 2009

    Google Scholar 

  4. Pines D, Aktan A E. Status of structural health monitoring of long-span bridges in the United States. Progress in Structural Engineering and Materials, 2002, 4(4): 372–380

    Article  Google Scholar 

  5. Magalhães F, Cunha Á, Caetano E. Dynamic monitoring of a long span arch bridge. Engineering Structures, 2008, 30(11): 3034–3044

    Article  Google Scholar 

  6. Magalhães F, Cunha Á, Caetano E. Vibration based structural health monitoring of an arch bridge: from automated OMA to damage detection. Mechanical Systems and Signal Processing, 2012, 28: 212–228

    Article  Google Scholar 

  7. Peeters B, Couvreur G, Razinkov O, Kündig C, Van der Auweraer H, De Roeck G. Continuous monitoring of the Øresund Bridge: system and data analysis. Structure and Infrastructure Engineering, 2009, 5(5): 395–405

    Article  Google Scholar 

  8. Cross E J, Koo K Y, Brownjohn J M W, Worden K. Long-term monitoring and data analysis of the Tamar Bridge. Mechanical Systems and Signal Processing, 2013, 35(1–2): 16–34

    Article  Google Scholar 

  9. Wong K Y. Design of a structural health monitoring system for long-span bridges. Structure and Infrastructure Engineering, 2007, 3(2): 169–185

    Article  Google Scholar 

  10. Società Nazionale delle Officine di Savigliano. Il viadotto di Paderno sull’Adda (ferrovia Ponte S. Pietro-Seregno), Camilla e Bertolero, 1889

    Google Scholar 

  11. Ascè V, Zorgno A M, Bertolini C, Carbone V I, Pistone G, Roccati R.Il ponte di Paderno: storia e struttura. Conservazione dell’architettura in ferro. Restauro, 1984, 13: 73–74

    Google Scholar 

  12. Gentile C, Saisi A. Ambient vibration testing and condition assessment of the Paderno iron arch bridge (1889). Construction & Building Materials, 2011, 25(9): 3709–3720

    Article  Google Scholar 

  13. Gentile C, Saisi A. Structural Health Monitoring of a centenary iron arch bridge: 1. Ambient vibration tests and condition assessment. In: Proceedings of the 4th International Conference on Experimental Vibration Analysis for Civil Engineering Structures (EVACES’11). Varenna, 2011, 121–130

    Google Scholar 

  14. Busatta F, Gentile C. Structural Health Monitoring of a centenary iron arch bridge: 2. Long-term dynamic monitoring and preliminary tests. In: Proceedings of the 4th International Conference on Experimental Vibration Analysis for Civil Engineering Structures (EVACES’11). Varenna, 2011, 861–868

    Google Scholar 

  15. Gentile C, Saisi A. Operational modal testing of historic structures at different levels of excitation. Construction & Building Materials, 2013, 48: 1273–1285

    Article  Google Scholar 

  16. Busatta F, Gentile C, Saisi A. Structural health monitoring of a centenary iron arch bridge. In: Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering (IALCCE 2012). Vienna, 2012, 136–143

  17. Busatta F. Dynamic monitoring and automated modal identification of large structures: Methodological aspects and application to a historic iron bridge. PhD Thesis, Politecnico di Milano, 2012

    Google Scholar 

  18. Calçada R, Cunha A, Delgado R. Dynamic analysis of metallic arch railway bridge. Journal of Bridge Engineering, 2002, 7(4): 214–222

    Article  Google Scholar 

  19. Brincker R, Zhang L, Andersen P. Modal identification of outputonly systems using frequency domain decomposition. Smart Materials and Structures, 2001, 10(3): 441–445

    Article  Google Scholar 

  20. SVS 2010. ARTeMIS Extractor 2010 release 5.0. (http://www.svibs.com)

    Google Scholar 

  21. Bendat J S, Piersol A G. Engineering Applications of Correlation and Spectral Analysis. Wiley Interscience, 1993

    Google Scholar 

  22. Welch P D. The use of Fast Fourier Transform for the estimation of Power Spectra: a method based on time averaging over short modified periodograms. IEEE Transactions on Audio and Electroacoustics, 1967, 15(2): 70–73

    Article  MathSciNet  Google Scholar 

  23. Cabboi A, Gentile C, Saisi A. Vibration-based SHM of a centenary bridge: a comparative study between two different automated OMA techniques. In: Proceedings of the 9th International Conference on Structural Dynamics (Eurodyn 2014). Porto, 2014, 1461–1468

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Carmelo Gentile.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Gentile, C., Saisi, A. Continuous dynamic monitoring of a centenary iron bridge for structural modification assessment. Front. Struct. Civ. Eng. 9, 26–41 (2015). https://doi.org/10.1007/s11709-014-0284-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11709-014-0284-4

Keywords

Navigation