Operational modal testing and FE model tuning of a cable-stayed bridge

Mc Lamore, 1971, Ambient vibration of two suspension bridges, J Struct Div, ASCE, 97, 2567, 10.1061/JSDEAG.0003026

Abdel-Ghaffar, 1978, Ambient vibration tests of suspension bridge, J Eng Mech Div, ASCE, 104, 983, 10.1061/JMCEA3.0002429

Brownjohn, 1992, Ambient vibration survey of the Faith Sultan Mehmet (second Bosporus) suspension bridge, Earthquake Eng Struct Dyn, 21, 907, 10.1002/eqe.4290211005

Wilson, 1991, Ambient vibration measurements on a cable-stayed bridge, Earthquake Eng Struct Dyn, 20, 723, 10.1002/eqe.4290200803

Felber, 1996, Advances in ambient vibration testing: Ganterbridge, Switzerland, Struct Eng Int, 8, 187, 10.2749/101686696780495671

Gentile, 1997, Dynamic investigation of a repaired cable-stayed bridge, Earthquake Eng Struct Dyn, 26, 41, 10.1002/(SICI)1096-9845(199701)26:1<41::AID-EQE622>3.0.CO;2-U

Felber A, Ventura CE. Port Mann bridge modal testing and model correlation. 1: experimental testing and modal analysis. In: Proc. 13th int. modal analysis conf. IMAC-XIII. 1995.

Calcada, 2000, Dynamic analysis of metallic arch railway bridge, J Bridge Eng, ASCE, 7, 214, 10.1061/(ASCE)1084-0702(2002)7:4(214)

Magalhães, 2008, Dynamic monitoring of a long span arch bridge, Eng Struct, 30, 3034, 10.1016/j.engstruct.2008.04.020

Benedettini F, Gentile CFE. modelling of a cable-stayed bridge based on operational modal analysis. In: Proc. 26th int. modal analysis conf. IMAC-XXVI. 2008.

Brincker R, Ventura CE, Andersen P. Damping estimation by Frequency Domain Decomposition. In: Proc. 19th int. modal analysis conf. IMAC-XIX. 2001.

van Overschee, 1996

Gentile, 2010, An interferometric radar for non-contact measurement of deflections on civil engineering structures: laboratory and full-scale tests, Struct Infrastruct Eng, 6, 521, 10.1080/15732470903068557

Gentile, 2010, Deflection measurement on vibrating stay cables by non-contact microwave interferometer, NDT and E Int, 43, 231, 10.1016/j.ndteint.2009.11.007

Douglas, 1982, Dynamic tests and system identification of bridges, J Struct Div, ASCE, 108, 2295, 10.1061/JSDEAG.0006057

Cantieni R. Experimental methods used in system identification of civil engineering structures. In: Proc. 1st int. operational modal analysis conference. IOMAC. 2005.

SVS 2010. ARTeMIS extractor 2010 release 5.0. http://www.svibs.com/.

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 Electroacoust, 15, 70, 10.1109/TAU.1967.1161901

Allemang RJ, Brown DL. Correlation coefficient for modal vector analysis. In: Proc. 1st int. modal analysis conf. IMAC-I. 1983. p. 110–6.

Waters TP. Finite element model updating using measured frequency response functions. Ph.D. thesis. UK: University of Bristol; 1995.

1997

Magalhães, 2010, Damping estimation using free decays and ambient vibration tests, Mech Syst Signal Process, 24, 1274, 10.1016/j.ymssp.2009.02.011

Irvine, 1981

Rega, 1984, Parametric analysis of large amplitude free vibrations of a suspended cable, Internat J Solids Structures, 20, 95, 10.1016/0020-7683(84)90001-5

Troitsky, 1988