A pattern recognition technique for structural identification using observed vibration signals: Nonlinear case studies
暂无分享,去创建一个
Jian Zhang | Tara C. Hutchinson | Susumu Iai | Tadanobu Sato | S. Iai | T. Hutchinson | Jian Zhang | Tadanobu Sato
[1] Y. Wen. Approximate Method for Nonlinear Random Vibration , 1975 .
[2] Giuseppe Lacidogna,et al. In situ damage assessment and nonlinear modelling of a historical masonry tower , 2005 .
[3] R. Bouc. Forced Vibration of Mechanical Systems with Hysteresis , 1967 .
[4] Jian Zhang. Advanced signal processing technique for structural health monitoring , 2006 .
[5] P. Ibáñez,et al. Identification of dynamic parameters of linear and non-linear structural models from experimental data , 1973 .
[6] Jann N. Yang,et al. On-line identification of non-linear hysteretic structures using an adaptive tracking technique , 2004 .
[7] S. Gunn. Support Vector Machines for Classification and Regression , 1998 .
[8] Y. Sherif,et al. Optimization by pattern search , 1994 .
[9] N. Huang,et al. System identification of linear structures based on Hilbert–Huang spectral analysis. Part 1: normal modes , 2003 .
[10] Vladimir N. Vapnik,et al. The Nature of Statistical Learning Theory , 2000, Statistics for Engineering and Information Science.
[11] C. Loh,et al. A three-stage identification approach for hysteretic systems , 1993 .
[12] A. McQuarrie,et al. Regression and Time Series Model Selection , 1998 .
[13] Wilfried B. Krätzig,et al. Structural damage and life-time estimates by nonlinear FE simulation , 2005 .
[14] Xinqun Zhu,et al. Structural damage detection from wavelet packet sensitivity , 2005 .
[15] Yi-Qing Ni,et al. Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun Bridge , 2002 .
[16] Alex H. Barbat,et al. Equivalent linearization of the Bouc-Wen hysteretic model , 2000 .
[17] F. Bakhtiari-Nejad,et al. A structural damage detection method using static noisy data , 2005 .
[18] Chan Ghee Koh,et al. Substructural and progressive structural identification methods , 2003 .
[19] John B. Mander,et al. Parameter identification for degrading and pinched hysteretic structural concrete systems , 1997 .
[20] W. T. Yeung,et al. Damage detection in bridges using neural networks for pattern recognition of vibration signatures , 2005 .
[21] James Theiler,et al. Accurate On-line Support Vector Regression , 2003, Neural Computation.
[22] Zucchini,et al. An Introduction to Model Selection. , 2000, Journal of mathematical psychology.
[23] Luis E. Suarez,et al. Applications of wavelet transforms to damage detection in frame structures , 2004 .
[24] Luis Alvarez-Icaza,et al. LuGre friction model for a magnetorheological damper , 2005 .
[25] Vikram Pakrashi,et al. Structural damage detection and calibration using a wavelet-kurtosis technique , 2007 .
[26] Yunqian Ma,et al. Practical selection of SVM parameters and noise estimation for SVM regression , 2004, Neural Networks.
[27] Yong-Lin Pi,et al. Modal Identification of Vibrating Structures Using ARMA Model , 1989 .
[28] Kai Qi,et al. Adaptive H ∞ Filter: Its Application to Structural Identification , 1998 .
[29] Sami F. Masri,et al. Modeling and control of an electrorheological device for structural control applications , 1995 .
[30] G. Kitagawa. Monte Carlo Filter and Smoother for Non-Gaussian Nonlinear State Space Models , 1996 .
[31] G. De Roeck,et al. System identification of mechanical structures by a high-order multivariate autoregressive model , 1997 .
[32] Sami F. Masri,et al. A Nonparametric Identification Technique for Nonlinear Dynamic Problems , 1979 .
[33] Chung Bang Yun,et al. Substructural identification using neural networks , 2000 .
[34] Jinkoo Kim,et al. Estimation of the modal mass of a structure with a tuned-mass damper using H-infinity optimal model reduction , 2006 .
[35] Hani G. Melhem,et al. Damage detection of structures by wavelet analysis , 2004 .
[36] Mohamed Maalej,et al. Adaptive magnitude spectrum algorithm for Hilbert–Huang transform based frequency identification , 2008 .
[37] W. Ko,et al. Identification of modal parameters from measured output data using vector backward autoregressive model , 2002 .
[38] C. Loh,et al. SYSTEM IDENTIFICATION OF FEI-TSUI ARCH DAM FROM FORCED VIBRATION AND SEISMIC RESPONSE DATA , 2000 .
[39] Yi-Qing Ni,et al. Correlating modal properties with temperature using long-term monitoring data and support vector machine technique , 2005 .