Open Access
MATEC Web of Conferences
Volume 24, 2015
EVACES’15, 6th International Conference on Experimental Vibration Analysis for Civil Engineering Structures
Article Number 01002
Number of page(s) 15
Section Keynote lectures
Published online 19 October 2015
  1. Mars Ph. and Hardy D. Mesure des Efforts dans les Structures a Cables. Annales TP Belgique 6, 515–531 (1985) [Google Scholar]
  2. Caetano E. Cable Vibrations in Cable-stayed Bridges. SED 9, IABSE (2007) [Google Scholar]
  3. Robert J-L., Bruhat D, and Gervais J-P. Mesure de la Tension des Câbles par Méthode Vibratoire. Bulletin des L.P.C., LCPC, 173, 1991, pp. 109–114 (1991) [Google Scholar]
  4. Casas J. A Method for Measuring Cable Forces: the Cable-Stayed Alamillo Bridge. Structural Engineering International, 4, No. 4, pp. 235–240 (1994) [CrossRef] [Google Scholar]
  5. Cunha, A. And Caetano, E. Dynamic Measurements on Stay Cables of Cable-Stayed Bridges using an Interferometry Laser System. Experimental Techniques, American Society for Experimental Mechanics (SEM), 23, No. 3, pp.38–43 (1999) [CrossRef] [Google Scholar]
  6. Adão da Fonseca A., Bastos R., Cunha A. and Caetano E. Monitoring of temporary cables in Infante D. Henrique Bridge. Int. Conf. Structural Health Monitoring, Paris (2002) [Google Scholar]
  7. Caetano E., Bartek R. Magalhães F., Keenan C., Tryppick G. Assessment of Cable Forces at the London 2012 Olympic Stadium Roof, Structural Engineering International, SEI / IABSE, 4, pp. 489–500 (2013) [Google Scholar]
  8. Zui H., Shinke T. And Namita Y. Practical Formulas for Estimation of Cable Tension by Vibration Method. J. Structural Engineering, ASCE, 122, No. 6, pp. 651–656 (1996) [Google Scholar]
  9. Gautier Y. Moretti C. And Cremona C. Universal Curves for a Practical Estimation of Cable Tension by Frequency Measurements. Experimental Vibration Analysis for Civil Engineering Structures, EVACES’05, Bordeaux, pp. 261–268 (2005) [Google Scholar]
  10. Mehrabi A. And Tabatabai A. A Unified Finite Difference Formulation for Free Vibration of Cables. J. Structural Engineering, 124, No. 11, pp. 1313–1322 (1998) [CrossRef] [Google Scholar]
  11. Cremona C. Tension Determination in Cables: A Practical Tool with Endless Discussions. 8th International Symposium on Cable Dynamics, Paris (2009) [Google Scholar]
  12. Geier R., De Roeck G. And Petz J. Cable Force Determination for the Danube Channel Bridge in Vienna. Structural Engineering International, 3, pp. 181–185 (2005) [CrossRef] [Google Scholar]
  13. Kim B, H, Park T. Estimation of Cable Tension Force using the Frequency-based System Identification Method. J. Sound and Vibration, 304, pp. 660–676 (2007) [CrossRef] [Google Scholar]
  14. Ni Y. Q., Ko J. M. And Zheng G. Dynamic Analysis of Large-diameter Sagged Cables Taking Into Account Flexural Rigidity. J Sound and Vibration, 257 (2), pp. 301–319 (2002) [CrossRef] [Google Scholar]
  15. Irvine H. M. Cable Structures. The MIT Press (1981) [Google Scholar]
  16. Ceballos M. A., And Prato C. A. Determination of the Axial Force on Stay Cables Accounting for their Bending Stiffness and Rotational End Restraints by Free Vibration Tests. J. Sound and Vibration, 317, pp. 127–141 (2008) [CrossRef] [Google Scholar]
  17. Magalhães F., Caetano E. & Cunha A. Challenges in the application of Stochastic Modal Identification methods to a cable-stayed bridge. J Bridge Engineering, ASCE, 12, No.6, pp.746–754 (2007) [CrossRef] [Google Scholar]
  18. Caetano E., Magalhães F., Cunha A. Ponte sobre o rio Arade- Variante à E.N. 125 em Portimão: Estudos para avaliação das características dinâmicas. Consultancy report for A. Rito (2007) (in Portuguese). [Google Scholar]
  19. Caetano E. and Cunha A. Identification of Parametric Excitation at the International Guadiana Bridge. Int. Conf. Cable Dynamics. Santa Margherita, Italy ( 2003) [Google Scholar]
  20. Caetano E., Silva S., Bateira J. A vision system for vibration monitoring of civil engineering structures. Exp. Techniques, SEM, 35, No. 4, pp. 74–82 (2011) [CrossRef] [Google Scholar]
  21. Furtado, R., Quinaz, C., Bastos, R. New Braga Municipal Stadium, Braga. Structural Engineering International, SEI, 15, No. 2, pp. 72–76, IABSE (2005) [CrossRef] [Google Scholar]
  22. Martins N., Caetano E., Amador S., Magalhães F., Cunha A. Dynamic monitoring of a stadium EVACES’15 6th International Conference on Experimental Vibration Analysis for Civil Engineering Structures suspension roof: wind and temperature influence on modal parameters and structural response”, Engineering Structures, 59, pp. 80–94 (2014) [CrossRef] [Google Scholar]
  23. Magalhães F., Cunha A., Caetano E. Online automatic identification of the modal parameters of a long span arch bridge. Mechanical Systems and Signal Processing, 23, no. 2, pp. 316–329 (2009) [Google Scholar]
  24. Caetano E., Cunha A., Magalhães F. Numerical and experimental studies of Braga sports stadium suspended roof. J Structure Infrastructure Eng. , 6, No. 6, pp. 715–724 (2010) [CrossRef] [Google Scholar]
  25. Macdonald J. Separation of the contributions of aerodynamic and structural damping in vibrations of inclined cables. J Wind Engineering Ind Aerodynamics, 90, no. 1, pp. 19–39 (2002) [CrossRef] [Google Scholar]
  26. Shigehiko S., Nakamura T., Inada F., Kato M. Flow-induced vibrations: classifications and lessons from practical experiences.Elsevier Science (2008) [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.