Acknowledgement
Supported by : Semnan University
References
- Abel-Ghaffer, A.M. and Housner, G.W. (1978), "Ambient vibration test of suspension bridge", Int. J. Eng. Mech. Div., 104(EM5), 983-999.
- Aenlle, M.L., Brincker, R. and Canteli, A.F. (2005a), "Some methods to determine scaled mode shapes in natural input modal analysis", Proceedings of the 23rd International Modal Analysis Conference (IMAC), Florida, February.
- Aenlle, M.L., Brincker, R., Canteli, A.F. and Villa, L.M. (2005b), "Scaling factor estimation by the mass change method", Proceedings of the 1st International Operational Modal Analysis Conference (IOMAC), Copenhagen, April.
- Aenlle, M.L., Fernandez, P., Brincker, R. and Canteli, A.F. (2010), "Scaling factor estimation using an optimized mass-change strategy", Mech. Syst. Signal Pr., 24(5), 1260-1273. https://doi.org/10.1016/j.ymssp.2009.06.011
- Asmussen, J.C., Brincker, R. and Rytter, A. (1999), "Ambient modal testing of the VESTVEJ bridge using random decrement", Proceedings of the 17th International Modal Analysis Conference (IMAC), Florida, January.
- Begg, R.D., Mackenzie, A.C., Dodds, C.J. and Loland, O. (1976), "Structural integrity monitoring using digital processing of vibration signals", Proceedings of the Offshore Technology Conference (OTC), Houston, May.
- Bernal, D. (2004), "Modal scaling from known mass perturbation", J. Eng. Mech., 130(9), 1083-1088. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:9(1083)
- Brincker, R. and Andersen, P. (2003), "A way of getting scaled mode shapes in output only modal analysis", Proceedings of the 21st International Modal Analysis Conference (IMAC), Florida, February.
- Brincker, R., Ventura, C. and Andersen, P. (2001a), "Damping estimation by frequency domain decomposition", Proceedings of the 19th International Modal Analysis Conference (IMAC), Florida, February.
- Brincker, R., Zhang, L. and Andersen, P. (2000), "Modal identification from ambient responses using frequency domain decomposition", Proceedings of the 18th International Modal Analysis Conference (IMAC), Florida, February.
- Brincker, R., Zhang, L. and Andersen, P. (2001b), "Modal identification of output only systems using frequency domain decomposition", Int. J. Smart Mater. Struct., 10(3), 441-445. https://doi.org/10.1088/0964-1726/10/3/303
- Brownjohn, J.M.W., Magalhaes, F., Caetano, E. and Cunha, A. (2010), "Ambient vibration re-testing and operational modal analysis of the Humber Bridge", Eng. Struct., 32(8), 2003-2018. https://doi.org/10.1016/j.engstruct.2010.02.034
- Coppotelli, G. (2009), "On the estimate of the FRFs from operational data", Mech. Syst. Signal Pr., 23(2), 288- 299. https://doi.org/10.1016/j.ymssp.2008.05.004
- Deweer, J. and Dierckx, B. (1999), "Obtaining a scaled modal model of panel type structures using acoustic excitation", Proceedings of the 17th International Modal Analysis Conference (IMAC), Florida, January.
- Doebling, S.W. and Farrar, C.R. (1996), "Computation of structural flexibility for bridge health monitoring using ambient modal data", Proceedings of the 11th ASCE Engineering Mechanics Conference, Florida, May.
- Ewins, D.J. (2000), Modal Testing: Theory, Practice and Application, Research Studies Press Ltd.
- Hanson, D. (2006), "Operational modal analysis and model updating with a cyclostationary input", Ph.D. Thesis, University of New South Wales.
- Imamovic, N. (1998), "Validation of large structural dynamics models using modal test data", Ph.D. Thesis, Imperial College of Science, Technology & Medicine.
- James, G.H., Crane, T.G. and Laufer, J.P. (1995), "The natural Excitation Technique (NexT) for modal parameter extraction from operating structures", Int. J. Anal. Exp. Modal A., 10(4), 260-277.
- Khatibi, M.M., Ashory, M.R. and Malekjafarian, A. (2009), "Scaling of mode shapes using mass-stiffness change method", Proceedings of the 3rd International Operational Modal Analysis Conference (IOMAC), Ancona, May.
- Liu, G.R. and Quek, S.S. (2003), The Finite Element Method: A Practical Course, Butterworth-Heinemann.
- Modplan (1988-2000), Integrated Software for Structural Dynamics, ICATS, Imperial College of Science, Technology and Medicine, University of London, UK.
- Parloo, E. (2003), "Application of frequency - domain system identification techniques the field of operational modal analysis", Ph.D Thesis, Vrije University .
- Parloo, E., Verboven, P., Guillaume, P. and Van Overmeire, M. (2002), "Sensitivity- based operational mode shape normalization", Mech. Syst. Signal Pr., 16(5), 757-767. https://doi.org/10.1006/mssp.2002.1498
- Randall, R.B., Gao, Y. and Swevers, J. (1998), "Updating modal models from response measurements", Proceedings of the 23rd International Conference on Noise and Vibration Engineering (ISMA23), Leuven, September.
- Wenzel, H. and Pichler, D. (2005), Ambient Vibration Monitoring, John Wiley & Sons Ltd.
- Zhang, L., Brincker, R. and Andersen, R. (2005), "An overview of operational modal analysis: major development and issues", Proceedings of the 1st International Operational Modal Analysis Conference (IOMAC), Copenhagen, April.
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