- 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]
- 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.
- 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]
- Lee J, Shinozuka M. A vision-based system for remote sensing of bridge displacement. NDT&E International. 2006;39:425–31.
- 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.
- 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.
- 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.
- 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]
- Stephen G, Brownjohn J, Taylor C. Visual monitoring of the Humber bridge. Engineering Structures. 1993;15:197–208. [CrossRef]
- Chang C, Ji Y. Flexible videogrammetric technique for three-dimensional structural vibration measurement. Journal of Engineering Mechanics. 2007;133:656–64. [CrossRef]
- Jáuregui D, White K, Woodward C, Leitch K. Noncontact photogrammetric measurement of vertical bridge deflection. Journal of Bridge Engineering. 2003;8:212–22. [CrossRef]
- Kim S, Kim N. Multi-point displacement response measurement of civil infrastructures using digital image processing. Procedia Engineering. 2011;14:195–203. [CrossRef]
- Forsyth D, Ponce J. Computer vision: a modern approach. 2nd ed: Prentice Hall; 2011.
- Sapera. Sapera++ LT™ 6.20 - Programmer’s Manual. St-Laurent, Quebec: DALSA Corporation; 2006.
- 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]
- 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]
MATEC Web of Conferences
Volume 24, 2015EVACES’15, 6th International Conference on Experimental Vibration Analysis for Civil Engineering Structures
|Number of page(s)||8|
|Section||Vibration testing and measurement techniques|
|Published online||19 October 2015|