1 |
Brincker, R. (2000), "Modal identification from ambient responses using frequency domain decomposition", Proceedings of the IMAC-XVIII: Conference on Structural Dynamics, San Antonio, Texas, USA, February.
|
2 |
Brinker, R., Zhang, L. and Anderson, P. (2001), "Modal identification of output-only systems using frequency domain decomposition", Smart Mater. Struct., 10, 441-445.
DOI
ScienceOn
|
3 |
Herlufsen, H., Andersen, P., Gade, S. and Moller, N. (2006), "Identification techniques for operational modal analysis - an overview and practical experiences", Proceedings of the IMAC-XXIV: Conference on Structural Dynamics, St Louis, Missouri, USA, January.
|
4 |
Jacobsen, N.J., Andersen, P. and Brincker, R. (2007), "Eliminating the influence of harmonic components in operational modal analysis", Proceedings of the IMAC-XXV: Conference and exposition on Structural Dynamics, Orlando, Florida, USA, February.
|
5 |
Lee, C.H., Kawatanib, M., Kim, C.W., Nishimura, N. and Kobayashi, Y. (2006), "Dynamic response of a monorail steel bridge under a moving train", J. Sound Vib., 294, 562-579.
DOI
ScienceOn
|
6 |
Moradipour, P., Chan T.H.T. and Gallage, C. (2015), "An improved modal strain energy method for structural damage detection, 2D simulation", Struct. Eng. Mech., 54(1), 105-119.
DOI
ScienceOn
|
7 |
Nguyen, T., Chan, T.H.T. and Thambiratnam, D.P. (2014a), "Effects of wireless sensor network uncertainties on output-only modal analysis employing merged data of multiple tests", In PLSE special issue - Adv. Struct. Eng., 17(3), (in press).
|
8 |
Nguyen, T., Chan, T.H.T. and Thambiratnam, D.P. (2014b), "Effects of wireless sensor network uncertainties on output-only modal-based damage identification", Aus. J. Struct. Eng., 15(1), 15-25.
|
9 |
Peeters, B. (2000), System Identification an Damage detection in Civil Engineering, Ph.D. Thesis, Katholieke Universiteit Leuven, Leuven, Belgium.
|
10 |
Pfeil, W. (1989), Pontes em Concreto Armado, LPC Editora, Rio de Janeiro, RJ, Brazil (in Portuguese).
|
11 |
Ren, W.X., Peng, X.L and, Lin, Y.Q.(2005), "Experimental and analytical studies on dynamic characteristics of a large span cable-stayed bridge", Eng. Struct., 27(4), 535-548.
DOI
ScienceOn
|
12 |
Shih W.W., Thambiratnam D.P. and Chan T.H.T. (2011), "Damage detection in truss bridges using vibration based multi-criteria approach", Struct. Eng. Mech., 39(2), 187-206.
DOI
ScienceOn
|
13 |
SVS (2011), ARTeMIS Extractor release 5.3, User's manual. Structural Vibration Solutions A/S.
|
14 |
Ubertini, F., Gentile, C. and Materazzi, A.L. (2013), "Automated modal identification in operational conditions and its application to bridges", Eng. Struct., 46, 264-278.
DOI
ScienceOn
|
15 |
Van Overschee, P. and De Moor, B. (1993), "Subspace algorithms for the stochastic identification problem", Automatica, 29(3), 649-660.
DOI
ScienceOn
|