Acknowledgement
Supported by : National Natural Science Fund of China (NSFC), Natural Science Foundation of Shanghai
References
- Abdelrazaq, A., Bentz, A., Kijewski-Correa, T., Guo, Y., Kwon, D.K., Kareem, A. and Bobby, S. (2013), "SmartSync: An integrated real-time structural health monitoring and structural identification system for tall buildings", J. Struct. Eng., 139(10), 1675-1687. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000560.
- Akaike, H. (1973), "Maximum likelihood identification of Gaussian autoregressive moving average models", Biometrika, 60(2), 255-265. https://doi.org/10.1093/biomet/60.2.255.
- Cornwell, P., Farrar, C.R., Doebling, S.W. and Sohn, H. (1999), "Environmental variability of modal properties", Exp. Techniques, 23(6), 45-48. https://doi.org/10.1111/j.1747-1567.1999.tb01320.x.
- de Lautour, O.R. and Omenzetter, P. (2010), "Damage classification and estimation in experimental structures using time series analysis and pattern recognition", Mech. Syst. Signal Pr., 24(5), 1556-1569. https://doi.org/10.1016/j.ymssp.2009.12.008.
- Ding, J.M., Chao, S., Zhao, X., and Wu, H.L. (2010), "Critical issues of structural analysis for the Shanghai Center project", J. Build. Struct., 31(6), 122-131. (In Chinese)
- Jolliffe, I. (2011), Principal component analysis, Springer, Berlin, Heidelberg, Germany.
- Liu, T., Yang, B. and Zhang, Q. (2016), "Health monitoring system developed for Tianjin 117 high-rise building", J. Aerosp. Eng., 30(2), B4016004. https://doi.org/10.1061/(ASCE)AS.1943-5525.0000602.
- Lu, Y. and Gao, F. (2005), "A novel time-domain auto-regressive model for structural damage diagnosis", J. Sound Vib., 283(3-5), 1031-1049. https://doi.org/10.1016/j.jsv.2004.06.030.
- Magalhaes, F., Cunha, A . and Caetano, E. (2009), "Online automatic identification of the modal parameters of a long span arch bridge", Mech. Syst. Signal Pr., 23(2), 316-329. https://doi.org/10.1016/j.ymssp.2008.05.003.
- Nair, K.K., Kiremidjian, A.S. and Law, K.H. (2006), "Time seriesbased damage detection and localization algorithm with application to the ASCE benchmark structure", J. Sound Vib., 291(1-2), 349-368. https://doi.org/10.1016/j.jsv.2005.06.016.
- Ni Y.Q., Xia Y., Liao W.Y. and Ko J.M. (2009), "Technology innovation in developing the structural health monitoring system for Guangzhou New TV Tower", Struct. Control Health Monit., 16(1), 73-98. https://doi.org/10.1002/stc.303.
- 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. https://doi.org/10.1002/1096-9845(200102)30:2<149::AIDEQE1>3.0.CO;2-Z
- Posenato, D., Lanata, F., Inaudi, D. and Smith, I.F.C. (2008), "Model-free data interpretation for continuous monitoring of complex structures", Adv. Eng. Inform., 22(1), 135-144. https://doi.org/10.1016/j.aei.2007.02.002.
- Reynders, E., Houbrechts, J. and De Roeck, G. (2012), "Fully automated (operational) modal analysis", Mech. Syst. Signal Pr., 29, 228-250. https://doi.org/10.1016/j.ymssp.2012.01.007.
- 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. https://doi.org/10.1016/j.engstruct.2011.11.025.
- Sohn, H. and Farrar, C.R. (2001), "Damage diagnosis using time series analysis of vibration signals", Smart Mater. Struct., 10(3), 446-451. https://doi.org/10.1088/0964-1726/10/3/304
- Su, J., Xia, Y., Chen, L., Zhao, X., Zhang, Q., Xu, Y., Ding, J., Xiong, H., Ma, R. and Lv, X. (2013), "Long-term structural performance monitoring system for the Shanghai Tower", J. Civil Struct. Health Monit., 3(1), 49-61. https://doi.org/10.1007/s13349-012-0034-z
- Ubertini, F., Comanducci, G. and Cavalagli, N. (2016), "Vibration-based structural health monitoring of a historic belltower using output-only measurements and multivariate statistical analysis", Struct. Health Monit., 15(4), 438-457. https://doi.org/10.1177/1475921716643948.
- 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. https://doi.org/10.1016/j.engstruct.2012.07.031.
- Yan, A.M., Kerschen, G., De Boe, P. and Golinval, J.C. (2005a), "Structural damage diagnosis under varying environmental conditions-Part I: A linear analysis", Mech. Syst. Signal Pr., 19(4), 847-864. https://doi.org/10.1016/j.ymssp.2004.12.002.
- Yan, A.M., Kerschen, G., De Boe, P. and Golinval, J.C. (2005b), "Structural damage diagnosis under varying environmental conditions-part II: local PCA for non-linear cases", Mech. Syst. Signal Pr., 19(4), 865-880. https://doi.org/10.1016/j.ymssp.2004.12.003.
- Yi, T., Li, H. and Zhang, X. (2015), "Health monitoring sensor placement optimization for Canton Tower using virus monkey algorithm", Smart Struct. Syst., 15(5), 1373-1392. http://dx.doi.org/10.12989/sss.2015.15.5.1373.
- Zhang, Q., Yang, B., Liu, T., Li, H. and Lv, J. (2015), "Structural health monitoring of Shanghai tower considering timedependent effects", Int. J. High-Rise Build., 4(1), 39-44. https://doi.org/10.21022/IJHRB.2015.4.1.039
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