Open Access
Issue
MATEC Web of Conferences
Volume 24, 2015
EVACES’15, 6th International Conference on Experimental Vibration Analysis for Civil Engineering Structures
Article Number 02007
Number of page(s) 8
Section Vibration testing and measurement techniques
DOI https://doi.org/10.1051/matecconf/20152402007
Published online 19 October 2015
  1. Bell E, Peddle J, Goudreau A. Bridge condition assessment using digital image correlation and structural modeling. IABMAS’12 - Bridge Maintenance, safety, management, resilience and sustainability. Dubrovnik, Croatia.2012. p. 330–7. [CrossRef]
  2. Lee J, Cho S, Shinozuka M, Yun C, Lee C, Lee W. Evaluation of bridge load carrying capacity based on dynamic displacement measurement using real-time image processing techniques. Steel Structures. 2006;6:377–85.
  3. Lee J, Fukuda Y, Shinozuka M, Cho S, Yun C. Development and application of a vision-based displacement measurement system for structural health monitoring of civil structures. Smart Structures and Systems. 2007;3:373–84. [CrossRef]
  4. Lee J, Shinozuka M. A vision-based system for remote sensing of bridge displacement. NDT&E International. 2006;39:425–31.
  5. Lee J, Oh J, Park M, Kwon S, Kwark J. Bridge displacement measurement system using image processing. IABMAS’06 - Bridge Maintenance, safety, management, resilience and sustainability. Porto, Portugal. 2006.
  6. Malesa M, Szczepanek D, Kujawinska M, Swiercz A, Kolakowski P. Monitoring of civil engineering structures using digital image correlation technique. ICEM 14 – 14th International Conference on Experimental Mechanics. Poitiers, France. 2010.
  7. Nassif H, Gindy M, Davis J. Comparison of laser Doppler vibrometer with contact sensors for monitoring bridge deflection and vibration. NDT&E International. 2005;38:213–8.
  8. Gentile C, Bernardini G. An interferometric radar for non-contact measurement of deflections on civil engineering structures: laboratory and full-scale tests. Structure and Infrastructure Engineering. 2010;6:521–34. [CrossRef]
  9. Stephen G, Brownjohn J, Taylor C. Visual monitoring of the Humber bridge. Engineering Structures. 1993;15:197–208. [CrossRef]
  10. Chang C, Ji Y. Flexible videogrammetric technique for three-dimensional structural vibration measurement. Journal of Engineering Mechanics. 2007;133:656–64. [CrossRef]
  11. Jáuregui D, White K, Woodward C, Leitch K. Noncontact photogrammetric measurement of vertical bridge deflection. Journal of Bridge Engineering. 2003;8:212–22. [CrossRef]
  12. Kim S, Kim N. Multi-point displacement response measurement of civil infrastructures using digital image processing. Procedia Engineering. 2011;14:195–203. [CrossRef]
  13. Forsyth D, Ponce J. Computer vision: a modern approach. 2nd ed: Prentice Hall; 2011.
  14. Sapera. Sapera++ LT™ 6.20 - Programmer’s Manual. St-Laurent, Quebec: DALSA Corporation; 2006.
  15. Ribeiro D, Calçada R, Ferreira J, Martins T. Non-contact measurement of railway bridges dynamic displacement using an advanced video-based system. Engineering Structures. 2014;75:164–80. [CrossRef]
  16. Ribeiro D, Calçada R, Delgado R, Brehm M, Zabel V. Finite element model updating of a bowstring-arch railway bridge based on experimental modal parameters. Engineering Structures. 2012;40:413–35. [CrossRef]

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