1 |
Brown, D.L., Allemang, R.J., Zimmerman, R. and Mergeay, M. (1979), Parameters Estimation Techniques for Modal Analysis, Society of Automotive Engineers Technical Paper Series, 88, 828-846.
|
2 |
Caicedo, J.M., Dyke, S.J. and Johnson, E.A. (2004), "Natural excitation technique and eigensystem realization algorithm for phase I of the IASC-ASCE benchmark problem: Simulated data", J. Eng. Mech -ASCE, 130(1), 49-60.
DOI
ScienceOn
|
3 |
Chen, W.H, Lu, Z.R., Lin, W., Chen, S.H., Ni, Y.Q., Xia, Y. and Liao, W.Y. (2011), "Theoretical and experimental modal analysis of the Guangzhou New TV Tower", J. Eng. Mech -ASCE, 33(12), 3628-3646.
|
4 |
Corrêa, M.R. and Costa, A.C. (1992), Dynamic Tests of the Bridge over the Arade River, Cable-stayed bridges of Guadiana and Arade.
|
5 |
Faravelli, L., Ubertini, F. and Fuggini, C. (2010), "Subspace identification of the Guangzhou New TV Tower", Proceedings of the 5th World Conference on Structural Control and Monitoring, Tokyo, Japan.
|
6 |
He, X., Fraser, M., Conte J.P. and Elgamal, A. (2007), "Investigation of environmental effects on identified modal parameters of the Voigt Bridge", Proceedings of the18th Engineering Mechanics Division Conference of the ASCE, Blacksburg, VA.
|
7 |
He, X., Moaveni, B., Conte, J.P. and Elgamal, A. (2006), "Comparative study of system identification techniques applied to New Carquinez Bridge", Proceedings of the 3rd Conf. on Bridge Maintenance, Safety and Management, IABMAS, Porto, Portugal.
|
8 |
He, X., Moaveni, B., Conte, J.P., Elgamal, A. and Masri, S.F. (2009), "System identification of Alfred Zampa Memorial Bridge using dynamic field test data", J. Struct. Eng. - ASCE, 135(1), 54-66.
DOI
ScienceOn
|
9 |
Hua, X.G., Ni, Y.Q., Ko, J.M. and Wong, K.Y. (2007), "Modeling of temperature-frequency correlation using combined principal component analysis and support vector regression technique", J. Comput. Civil Eng. - ASCE, 21(2), 122-135.
DOI
ScienceOn
|
10 |
Ibrahim, S.R. and Mikulcik, E.C. (1977), "A method for the direct identification of vibration parameters from the free response", Shock Vib., 47(4), 183-198.
|
11 |
Abdel Wahab, M. and De Roeck, G. (1997), "Effect of temperature on dynamic system parameters of a highway bridge", J. Struct. Eng. - ASCE, 7(4), 266-270.
|
12 |
Allemang, R.J. (1999), Vibrations: experimental modal analysis, Course Notes (UC-SDRL-CN-20-263-663/664), Structural Dynamics Research Laboratory, Univ. of Cincinnati, Cincinnati, (http://www.sdrl.uc.edu/academiccourse-info/).
|
13 |
Zhou, H.F., Ni, Y.Q. and Ko, J.M. (2011a), "Eliminating temperature effect in vibration-based structural damage detection", J. Eng. Mech. - ASCE, 137(12), 785-796.
DOI
ScienceOn
|
14 |
Xia, Y., Hao, H., Zanardo, G. and Deeks, A. (2006), "Long term vibration monitoring of an RC slab: Temperature and humidity effect", Eng. Struct., 28(3), 441-452.
DOI
ScienceOn
|
15 |
Xia, Y., Xu, Y.L., Wei, Z.L., Zhu, H.P. and Zhou, X.Q. (2011), "Variation of structural vibration characteristics versus non-uniform temperature distribution", Eng. Struct., 33(1), 146-153.
DOI
ScienceOn
|
16 |
Yun, G. J. (2009), Modal Identification and Damage Detection for Structural Health Monitoring Under Ambient Vibration Environment, 2009 Structures Congress, Austin, Texas.
|
17 |
Zhou, H.F., Ni, Y.Q. and Ko, J.M. (2011b), "Structural damage alarming using auto-associative neural network technique: exploration of environment-tolerant capacity and setup of alarming threshold", Mech. Syst. Signal Pr., 25(5), 1508-1526.
DOI
ScienceOn
|
18 |
Juang, J.N. and Pappa, R.S. (1985), "An eigensystem realization algorithm for modal parameters identification and model reduction", J. Guid. Control Dynam., 8(5), 620-627.
DOI
ScienceOn
|
19 |
Zhou, H.F., Ni, Y.Q., Ko, J.M. and Wong, K.Y. (2008), "Modeling of wind and temperature effects on modal frequencies and analysis of relative strength of effect", Wind Struct., 11(1), 35-50.
DOI
|
20 |
James, G.H., Carne, T.G. and Lauffer, J.P. (1993), The Natural Excitation Technique for Modal Parameter Extraction from Operating Wind Turbines, SANDIA REPORT, SAND92-1666. UC-261, Sandia National Laboratories.
|
21 |
Magalhaes, F., Caetano, E. and Cunha, A.(2007), "Challenges in the application of stochastic modal identification methods to a cable-stayed bridge", J. Bridge Eng., 12(6), 746-754.
DOI
ScienceOn
|
22 |
Nayeri, R.D., Tasbihgoo, F., Wahbeh, M., Caffrey, J., Masri, S., Conte, J. and Elgamal, A. (2009), "Study of timedomain techniques for modal parameter identification of a long suspension bridgewith dense sensor arrays", J. Eng. Mech. -ASCE, 135(7), 669-683.
DOI
ScienceOn
|
23 |
Ni, Y.Q., Xia, Y., Liao, W.Y. and Ko, J.M. (2009a), "Technology innovation in developing the structural health monitoring system for Guangzhou New TV Tower", Struct. Control Health Monit., 16(1), 73-98.
DOI
ScienceOn
|
24 |
Ni, Y.Q., Zhou, H.F. and Ko, J.M. (2009b), "Generalization capability of neural network models for temperaturefrequency correlation using monitoring data", J. Struct. Eng. - ASCE, 135(10), 1290-1300.
DOI
ScienceOn
|
25 |
Ni, Y.Q., Xia, Y., Lin, W., Chen, W.H. and Ko, J.M. (2012), "SHM benchmark for high-rise structures: a reducedorder finite element model and field measurement data", Smart Struct. Syst., in this issue.
|
26 |
Niu, Y., Kraemer, P. and Fritzen, C.P. (2011), "Operational Modal Analysis for the Guangzhou New TV Tower", Proceedings of the 29th Int. Modal Analysis Conf. (IMAC), Jacksonville, Florida, USA.
|
27 |
Peeters, B. and De Roeck, G. (2001), "One-year monitoring of the Z24-Bridge: environmental effects versus damage events", Earthq. Eng. Struct. D., 30(2), 149-171.
DOI
ScienceOn
|
28 |
Pappa, R.S. (1999), "Independent analysis of the space station node modal test data", J. Guid. Control Dynam., 22(1), 22-27.
DOI
ScienceOn
|
29 |
Pappa, R.S. and Elliott, K.B. (1993), "Consistent-mode indicator for the eigensystem realization algorithm", J. Guid. Control Dynam., 16(5), 852-858.
DOI
ScienceOn
|
30 |
Pappa, R.S., James, G.H. and Zimmerman, D.C. (1998), "Autonomous modal identification of the space shuttle tail rudder", J. Spacecraft Rockets, 35(2),163-169.
DOI
ScienceOn
|
31 |
Prevosto, M. (1982), Algorithmes d'Identification des Caractéristiques Vibratoires de Structures Mecaniques Complexes, Ph.D. Thesis, Univ.de Rennes 1, France.
|
32 |
Sohn, H. (2007), "Effects of environmental and operational variability on structural health monitoring", Philos. T. R. Soc. A., 365(1851), 539-560.
DOI
ScienceOn
|
33 |
Van Overschee, P. and De Moor, B. (1996), Subspace Identification for Linear Systems: Theory Implementation-Applications, Kluwer Academic, Norwell, Mass.
|
34 |
Vold, H., Kundrat, J., Rocklin, G.T. and Russel, R. (1982), A Multiinput Modal Estimation Algorithm for Minicomputers, Society of Automotive Engineers Technical Paper Series, 91, 815-821.
|
35 |
Brincker, R., Ventura, C. and Andersen, P. (2001), "Damping estimation by frequency domain decomposition", Proceedings of the 19th Int. Modal Analysis Conf. (IMAC), Kissimmee, Fla., Soc. Experimental Mechanics, Inc., Bethel, Conn.
|
36 |
Brincker, R., Zhang, L. and Andersen, P. (2000), "Modal identification from ambient responses using frequency domain decomposition", Proceedings of the 18th Int. Modal Analysis Conf. (IMAC), San Antonio, Tex., Soc. Experimental Mechanics, Inc., Bethel, Conn.
|