| [1] Doebling S W, Farrar C R, Prime M B. A summary review of vibration-based damage identification methods. Shock and Vibration Digest, 1998, 30(2): 91-105.[2] Yan Y J, Cheng L, Wu Z Y, et al. Development in vibration-based structural damage detection technique. Mechanical Systems and Signal Processing, 2007, 21(5): 2198-2211.[3] Bovsunovsky A P, Surace C. Considerations regarding superharmonic vibrations of a cracked beam and the variation in damping caused by the presence of the crack. Journal of Sound and Vibration, 2005, 288(4): 865-886.[4] Farrar C R, Jauregui D A. Comparative study of damage identification algorithms applied to a bridge: I. experiment. Smart Material and Structure, 1998, 7(5): 704-719.[5] Curadelli R O, Riera J D, Ambrosini D, et al. Damage detection by means of structural damping identification. Engineering Structures, 2008, 30(12): 3497-3504.[6] Modena C, Sonda D, Zonta D. Damage localization in reinforced concrete structures by using damping measurements. Key Engineering Materials, 1999: 167-168.[7] Zonta D, Modena C, Bursi O S. Analysis of dispersive phenomena in damaged structures. European COST F3 Conference on System Identification and Structural Health Monitoring. 2000: 801-810.[8] Yin H P. An average inverse power ratio method for the damping estimation from a frequency response function. Mechanical Systems and Signal Processing, 2010, 24(3): 617-622.[9] Feldman M. Hilbert transform in vibration analysis. Mechanical Systems and Signal Processing, 2011, 25(3): 735-802.[10] Chen J, Xu Y L, Zhang R C. Modal parameter identification of Tsing Ma suspension bridge under Typhoon Victor: EMD-HT method. Journal of Wind Engineering and Industrial Aerodynamics, 2004, 92(10): 805-827.[11] Pines D J, Salvino L W. Structural health monitoring using empirical mode decomposition and Hilbert phase. Journal of Sound and Vibration, 2006, 294(1): 97-124.[12] Franchetti P, Modena C, Feng M Q. Nonlinear damping identification in precast prestressed reinforced concrete beams. Computer-Aided Civil and Infrastructure Engineering, 2009, 24(8): 577-592.[13] Huang N E, Zheng S, Long S R, et al. The empirical mode decomposition and the Hilbert spectrum for non-linear and non stationary time series analysis. Mathematical, Physical and Engineering Science. London: The Royal Society Press, 1998, 454(1971): 903-995.[14] Wang G M, Rao Z S, Xia S B. The analysis of mechanical model of rod fastening rotor. Acta Aeronautica et Astronautica Sinica, 1993, 14(8): 419-423. (in Chinese) 汪光明, 饶柱石, 夏松波. 拉杆转子力学模型的研究. 航空学报, 1993, 14(8): 419-423.[15] Gao R, Yuan Q, Gao J. A study of a finite element model for a gas turbine tie-rod rotor and its critical speed calculation. Journal of Engineering for Thermal Energy and Power, 2009, 24(3): 305-308. (in Chinese) 高锐, 袁奇, 高进. 燃气轮机拉杆转子有限元模型研究及临界转速计算. 热能动力工程, 2009, 24(3): 305-308.[16] Chen X Q, Du Q, Feng J Q. Nonlinear vibrational characteristic of bolt-joints. Journal of Vibration and Shock, 2009, 28(7): 196-198. (in Chinese) 陈学前, 杜强, 冯加权. 螺栓连接非线性振动特性研究. 振动与冲击, 2009, 28(7): 196-198.[17] Zapico-Valle J L, Alonso-Camblor R, Gonzalez-Martinez M P, et al. A new method for finite element model updating in structural dynamics. Mechanical Systems and Signal Processing, 2010, 24(7): 2137-2159. |