1 |
Aguirre, D.A., Gaviria, C.A. and Montejo, L.A. (2013), "Wavelet based damage detection in reinforced concrete structures subjected to seismic excitations", J. Earthq. Eng., 17(8), 1103-1125.
DOI
|
2 |
Al Sanad, H., Aggour, M.S. and Yang, J.C.S. (1983), "Dynamic shear modulus and damping ratio from random loading tests", Geotech. Test. J., 6(3), 120-127.
DOI
|
3 |
Curadelli, R.O., Riera, J.D., Ambrosini, D. and Amani, M.G. (2008), "Damage detection by means of structural damping identification", Eng. Struct., 30(12), 3497-3504.
DOI
ScienceOn
|
4 |
Brincker, R., Krenk, S. and Jensen, J.L. (1991), "Estimation of correlation functions by the random decrement technique", Proceedings of the Florence Modal Analysis Conference, Florence, Italy.
|
5 |
Celebi, M., Okawa, I. and Kashima, T. (2012), "March 11, 2011 m=9.0 great east japan earth-quake: the story of a retrofitted building damaged and repaired", Proceedings of the 15th WCEE, Lisbon, Portugal, September.
|
6 |
Chen, S.L., Liu, J.J. and Lai, H.C. (2009), "Wavelet analysis for identification of damping ratios and natural frequencies", J. Sound Vib., 323(1-2), 130-147.
DOI
ScienceOn
|
7 |
Daubuchies, I., Lu, J., Wu, H.T. (2011), "Synchrosqueezed wavelet transforms: an empirical mode decomposition-like tool", Appl. Comput. Harmon. A., 30(2), 243-261.
DOI
ScienceOn
|
8 |
Feldman, M. (2006), "Time varying vibration decomposition and analysis based on the Hilbert transform", J. Sound Vib., 295(3-5), 518-530.
DOI
|
9 |
Feldman, M. (2011), "Hilbert transform in vibration analysis", Mech. Syst. Signal. Pr., 25(3), 735-802.
DOI
ScienceOn
|
10 |
Feldman, M. (2011), Hilbert Transform Applications in Mechanical Vibration, John Wiley & Sons Ltd, The Atrium, Southern Gate, Chichester, West Sussex, PO19 8SQ, United Kingdom.
|
11 |
Gabor, D. (1946), "Theory of communication", Proceedings of the IEEE 93(III), 429-457.
|
12 |
Grossman, A. and Morlet, J. (1990), Decompositions of functions into wavelets of constant shape and related transforms, Mathematics and Physics - Lecture on Recent Results, World Scientific, Singapore, 135-65.
|
13 |
Hahn, S.L. (1996), Hilbert Transforms in Signal Processing, Artech House (print-on-demand).
|
14 |
Kijewski-Correa, T.L. (2003), Full-scale measurements and system identification: a time-frequency perspective, Ph.D. Dissertation, University of Notre Dame, Notre Dame, Indiana.
|
15 |
Kareem, A. and Gurley, K. (1996), "Damping in structures: its evaluation and treatment of uncertainty", J. Wind Eng. Ind. Aerod., 59(2-3), 131-157.
DOI
|
16 |
Kawiecki, G. (2001), "Modal damping measurement for damage detection", Smart Mater. Struct., 10(3), 466-471.
DOI
|
17 |
Kijewski, T. and Kareem, A. (2003), "Wavelet transforms for system identification in civil engineering", Comput.-Aided Civil. Infrastruct. Eng., 18(5), 339-355.
DOI
ScienceOn
|
18 |
Kullaa, J. (2003), "Damage detection of the z24 bridge using control charts", Mech. Syst. Signal. Pr., 17(1), 163-170.
DOI
ScienceOn
|
19 |
Lardies, J. and Gouttebroze, S. (2002), "Identification of modal parameters using the Wavelet transform", Int. J. Mech. Sci., 44(11), 2263-2283.
DOI
ScienceOn
|
20 |
Le, T.P. and Argoul, P. (2004), "Continuous Wavelet Transform for modal identification using free decay response", J. Sound Vib., 277, 73-100.
DOI
ScienceOn
|
21 |
Le, T.P. and Paultre, P. (2012), "Modal identification based on continuous wavelet transform and ambient excitation tests", J. Sound Vib., 331(9), 2023-2037.
DOI
|
22 |
McKenna, F., Fenves, G.L., Scott, M.H. and Jeremic, B. (2000), "Open system for earthquake engineering simulation - opensees", http://opensees.berkeley.edu
|
23 |
Lin, C.S. and Chiang, D.Y. (2012), "A modified random decrement technique for modal identification from nonstationary ambient response data only", J. Mech. Sci. Technol., 26(6), 1687-1696.
DOI
ScienceOn
|
24 |
Montejo, L.A. (2011), "Signal processing based damage detection in structures subjected to random excitations", Struct. Eng. Mech., 40(6), 745-762.
DOI
|
25 |
Loh, C.H., Mao C.H., Huang, J.R. and Pan, T.C. (2011), "System identification and damage evaluation of degrading hysteresis of reinforced concrete frames", Earthq. Eng. Struct. D., 40(6), 623-640.
DOI
|
26 |
Michel, C. and Gueguen, P. (2010), "Time-frequency analysis of small frequency variations in civil engineering structures under weak and strong motions using a reassignment method", Struct. Health Monit., 9(2), 159-171.
DOI
|
27 |
Montejo, L.A., Velazquez, L.R., Ramirez, R.I., Jiang, Z. and Christenson, R.E. (2012), "Frequency content effect on the efficiency of wavelet and hilbert-huang transforms for health monitoring", Proceedings of the 15th WCEE, Lisbon, Portugal, September.
|
28 |
Montejo, L.A. and Vidot, A.L. (2012), "Synchrosqueezed wavelet transform for frequency and damping identification from noisy signals", Smart Struct. Syst., 9(5), 441-459.
DOI
|
29 |
Park, Y. J. and Ang, A. H. S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng. - ASCE, 111(4), 722-739.
DOI
ScienceOn
|
30 |
Ramirez-Castro, R.I. and Montejo, L.A. (2011), "Hilbert Transform, empirical mode decomposition and its applications to free vibration analysis (in spanish)", RevistaInternacional de DesastresNaturales, Accidentes e Infraestructura Civil, 11 (2), 123-134.
|
31 |
Ruzzene, M. Fasana, A., Garibaldi, L. and Piombo, B. (1997), "Natural frequencies and dampings identification using Wavelet Transform: application to real data", Mech. Syst. Signal. Pr., 11(2), 207-218.
DOI
ScienceOn
|
32 |
Salawu, O.S. (1997), "Detection of structural damage through changes in frequency: a review", Eng. Struct., 19(9), 718-723.
DOI
ScienceOn
|
33 |
Schoettler, M.J., Restrepo, J.I., Guerrini, G., Duck, D.E. and Carrea, F. (2012), A full-scale, single-column bridge bent tested by shake-table excitation, Center for Civil Engineering Earthquake Research, Department of Civil Engineering, University of Nevada.
|
34 |
Shi, W., Shan, J. and Lu, X. (2012), "Modal identification of Shanghai World Financial Center both from free and ambient vibration response", Eng. Struct., 36, 14-26.
DOI
|
35 |
Ulker-Kaustell, M. and Karoumi, R. (2011), "Application of the continuous wavelet transform on the free vibrations of a steel-concrete composite Railway Bridge", Eng. Struct., 33(3), 911-919.
DOI
|
36 |
Ville, J. (1948), "Theorie et application de la notion de signal analytical (in French)", Cables et Transmissions, 2(1), 61-74.
|
37 |
Yan, B. and Miyamoto, A. (2006), "A comparative study of modal parameter identification based on Wavelet and Hilbert-Huang transforms", Comput.-Aided Civil. Infrastruct. Eng., 21(1), 9-23.
|
38 |
Huang, N.E., Shen, Z., Long, S.R., Wu, M.C., Shih, H.H., Zheng, Q., Yen, N.C., Tung, C.C. and Liu, H.H. (1998), "The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis", Philos. T. R. Soc. London A, 454, 903-995.
DOI
ScienceOn
|
39 |
Zembaty, Z., Kowalski, M. and Pospisil, S. (2006), "Dynamic identification of a reinforced concrete frame in progressive states of damage", Eng.Struct., 28(5), 668-681.
DOI
|
40 |
Banks, H.T., Inman, D.J., Leo, D.J. and Wang, Y. (1996), "An experimentally validated damage detection theory in smart structures", J. Sound Vib., 191(5), 859-880.
DOI
|
41 |
Staszewski, W.J. (1997), "Identification of damping in mdof systems using time-scale decomposition", J. Sound Vib., 203(2), 283-305.
DOI
ScienceOn
|
42 |
Todorovska, M.I. and Trifunac, M.D. (2007), "Earthquake damage detection in the imperial county services building I: the data and time frequency analysis", Soil Dyn. Earthq. Eng., 27(6), 564-576.
DOI
ScienceOn
|