Deflection measurement on vibrating stay cables by non-contact microwave interferometer
Tài liệu tham khảo
Mehrabi, 2006, In-service evaluation of cable-stayed bridges, overview of available methods, and findings, J Bridge Eng ASCE, 11, 716, 10.1061/(ASCE)1084-0702(2006)11:6(716)
Robert, 1991, Mesure de la tension de câbles par méthode vibratoire, Laboratoire des Ponts et Chausseés, 173, 109
Irvine, 1981
Caetano E. Cable vibrations in cable stayed bridges. SED 9, IABSE, 2007.
Casas, 1994, A combined method for measuring cable forces: the cable-stayed Alamillo Bridge, Spain, Struct Eng Int, 4, 235, 10.2749/101686694780601700
Mehrabi, 1998, Unified finite difference formulation for free vibration of cables, J. Struct Eng ASCE, 124, 1313, 10.1061/(ASCE)0733-9445(1998)124:11(1313)
Geier, 2006, Accurate cable force determination using ambient vibration measurements, Struct Infrastruct Eng, 2, 43, 10.1080/15732470500253123
Feltrin G., Meyer J., Bischoff R., Motavalli M. Long term monitoring of cable stays with a wireless sensor network. Struct Infrastruct Eng, 99999:1, doi:10.1080/15732470903068573.
Cunha, 1999, Dynamic measurements on stay cables of cable-stayed bridges using an interferometry laser system, Exp Tech, 23, 38, 10.1111/j.1747-1567.1999.tb01570.x
Silva S., Bateira J., Caetano E. Development of a vision system for vibration analysis. EVACES’07, 2007.
Ji, 2008, Nontarget image-based technique for small cable vibration measurement, J Bridge Eng ASCE, 13, 34, 10.1061/(ASCE)1084-0702(2008)13:1(34)
Wehner, 1995
1998
Pieraccini, 2004, High speed CW step-frequency coherent radar for dynamic monitoring of civil engineering structures, Electron Lett, 40, 907, 10.1049/el:20040549
Gentile, 2008, Output-only modal identification of a reinforced concrete bridge from radar-based measurements, NDT&E Int, 41, 544, 10.1016/j.ndteint.2008.04.005
Gentile C., Bernardini G. An interferometric radar for non-contact measurement of deflections on civil engineering structures: laboratory and full-scale tests. Struct Infrastruct Eng, 99999:1, doi:10.1080/15732470903068557.
Gentile C. Radar-based measurement of deflections on bridges and large structures: advantages, limitations and possible applications. IV ECCOMAS thematic conference on smart structures and materials (SMART’09), 2009, pp. 1–20.
Gentile C., Gentile R. Operational modal analysis and finite element model correlation of a cable-stayed bridge. EVACES’09, 2009.
Welch, 1967, The use of Fast Fourier Transform for the estimation of Power Spectra: a method based on time averaging over short modified periodograms, IEEE Trans Audio Electro-Acoust, 15, 70, 10.1109/TAU.1967.1161901
Benedettini F., Gentile C. F.E.Modelling of a cable-stayed bridge based on operational modal analysis. In 26th international modal analysis conference (IMAC-XXVI), 2008.