[1] SOHN H,FARRAR C R.Damage Diagnosis Using Time Series Analysis of Vibration Signals[J].Smart Materials and Structures,2001,3(10):446-451.
[2]胡 为,胡静涛.改进的符号时间序列分析方法及其在电机故障诊断中的应用[J].仪器仪表学报,2009,30(4):760-766.
HU Wei,HU Jing-tao.Improved Symbolic Time Ser-ies Analysis Method and Its Application in Motor Fault Diagnosis[J].Chinese Journal of Scientific Instrument,2009,30(4):760-766.
[3]GUEDES S C,GARBATOV Y,VON SELLE H.Fatigue Damage Assessment of Ship Structures Based on the Long-term Distribution of Local Stresses[J].International Shipbuilding Progress,2003,50(1/2):35-55.
[4]赵慧敏,夏超英,肖云魁,等.柴油发动机曲轴轴承振动信号的双谱分析[J].振动、测试与诊断,2009,29(1):14-18,114.
ZHAO Hui-min,XIA Chao-ying,XIAO Yun-kui,et al.Bispectrum Analysis for Vibration Data of Crankshaft Bearing in Diesel Engine[J].Journal of Vibration,Measurement & Diagnosis,2009,29(1):14-18,114.
[5]STASZEWSKI W J,ROBERTSON A N.Time-frequency and Time-scale Analyses for Structural Health Monitoring[J].Philosophical Transactions of the Royal Society London Series A:Mathematical,Physical and Engineering Sciences,2007,365(1851):449-478.
[6]侯立群,欧进萍.基于时频分析的运营桥梁模态参数识别方法[J].振动工程学报,2009,22(1):19-25.
HOU Li-qun,OU Jin-ping.Modal Parameters Identification of Bridge in Serve Based on Time-frequency Analysis[J].Journal of Vibration Engineering,2009,22(1):19-25.
[7]滕海文,许树峰,李秀芬,等.结构裂缝损伤识别的连续小波分析方法[J].振动与冲击,2008,27(8):155-157,185.
TENG Hai-wen,XU Shu-feng,LI Xiu-fen,et al.Continuous Wavelet Analysis for Crack Detection in Structures[J].Journal of Vibration and Shock,2008,27(8):155-157,185.
[8]GOKDAG H,KOPMAZ O.A New Damage Detection Approach for Beam-type Structures Based on the Combination of Continuous and Discrete Wavelet Transforms[J].Journal of Sound and Vibration,2009,324(3/4/5):1158-1180.
[9]HUANG N,SHEN Z,LONG S,et al.The Empirical Model Decomposition and the Hilbert Spectrum for Nonlinear and Non-stationary Time Series Analysis[J].Proceedings of the Royal Society A:Mathematical, Physical and Engineering Sciences,1998,454(1971):903-995.
[10]YANG J N,LEI Y,HUANG N E.Damage Identification of Civil Engineering Structures Using Hilbert-Huang Transform[C]//Stanford University.Workshop on Structural Health Monitoring.Stanford:Stanford University,2001:544-553.
[11]ZHANG R R,MA S,SAFAK E,et al.Hilbert-Huang Transform Analysis of Dynamic and Earthquake Motion Recordings[J].Journal of Engineering Mechanics,2003,129(8):861-875.
[12]HUANG Y X,SCHMITT F G,LU Z M,et al.Analysis of Daily River Flow Fluctuations Using Empirical Mode Decomposition and Arbitrary Order Hilbert Spectral Analysis[J].Journal of Hydrology,2009,373(1/2):103-111.
[13]孙晓丹,欧进萍.基于动力检测的损伤指标评价方法[J].振动与冲击,2009,28(1):9-13.
SUN Xiao-dan,OU Jin-ping.Assessment of Vibration-based Damage Indexes in Structural Health Monitoring[J].Journal of Vibration and Shock,2009,28(1):9-13.
[14]LU Z R,LIU J K,HUANG M,et al.Identification of Local Damages in Coupled Beam Systems from Measured Dynamic Responses[J].Journal of Sound and Vibration,2009,326(1/2):177-189.
[15]刘义艳,段晨东,巨永锋,等.基于神经网络与特征融合的损伤诊断方法[J].长安大学学报:自然科学版,2008,28(6):106-110.
LIU Yi-yan,DUAN Chen-dong,JU Yong-feng,et al.Diagnosis Method of Structure Damage Using Neural Network and Feature Fusion[J].Journal of Chang'an University:Natural Science Edition,2008,28(6):106-110.
[16]张刚刚,王春生,徐 岳.基于径向基函数神经网络的斜拉桥损伤识别[J].长安大学学报:自然科学版,2006,26(1):49-53.
ZHANG Gang-gang,WANG Chun-sheng,XU Yue.Damage Detection of Cable-stayed Bridge Based on RBF Neural Network[J].Journal of Chang'an University:Natural Science Edition,2006,26(1):49-53.
[17]向天宇,赵人达.结构损伤识别的双重网格算法[J].中国公路学报,2006,19(4):94-97.
XIANG Tian-yu,ZHAO Ren-da.Dual Mesh Method for Structure Damage Detection[J].China Journal of Highway and Transport,2006,19(4):94-97.
[18]田 洁,周 楠.填充墙框架结构在地震作用下的滞回特性与损伤分析[J].西安建筑科技大学学报:自然科学版,2008,40(2):189-195.
TIAN Jie,ZHOU Nan.Hysteretic Response and Damage Analysis of Masonry Infilled Frames Under Severe Earthquake[J].Journal of Xi'an University of Architecture & Technology:Natural Science Edition,2008,40(2):189-195.
[19]ZHANG H,SCHULZ M J,NASER A,et al.Structural Health Monitoring Using Transmittance Functions[J].Mechanical Systems and Signal Processing,1999,13(5):765-787.