[1]
Clarkon B L, Mereer C A. Use of Cross Correction in studying the Response of Lightly Damped Structures to Random Force [J]. Journal of AIAA. (1965), 3(12):2287-2291
DOI: 10.2514/3.3358
Google Scholar
[2]
Huibin Li: Modal Parameter Identification Technique of Large-scale Engineering Structures (Beijing Institute Of Technology Press, Beijing. (2007) (In Chinese)
Google Scholar
[3]
Brincker, R., C. Ventura, et al: "Damping Estimation by Frequency Domain Decomposition", in Proc. Of the 19th International Modal Analysis Conference (IMAC), Kissimee, Florida, (2001)
Google Scholar
[4]
L.M. Zhang, T.Wang, Y.Tamura. Frequency Spatial Domain Decomposition Technique with Application to Operational Modal Analysis of Civil Engineering Structures. Proceeding of the 1st International Operational Modal AnalysisConference, Copenhagen, Denmark, April, (2005)
DOI: 10.1016/j.engstruct.2016.02.011
Google Scholar
[5]
Tong Wang, et al. Frequency and Spatial Domain Decomposition for Operational Modal Analysis and Its Application. Acta Aeronautica Et Astronautica Sinica. 1(2006), p.62~66. (In Chinese)
Google Scholar
[6]
Peeters B, Vander Auweraer H, Guillaume P, et al. The PolyMAX frequency-domain method: a new standard for modal parameter estimation [J]. Shock and Vibration, 11 (2004): 395-409
DOI: 10.1155/2004/523692
Google Scholar
[7]
BartP, HermanV D A, PatrickG, eta.l The PloyMAX fre-quency domainmethod: a new standard for modal parameter estimation [J]. Shock and Vibration, 11 (2004): 395-409.
Google Scholar
[8]
J.M. Liu, H.Q. Ying, S.Shen, M.Ying, A fast frequency domain modal parameter identification algorithms, IMAC-XXIV, (2006)
Google Scholar
[9]
H.Q. Ying, J.M. Liu, S.Shen, etc. Precise output-only modal parameter identification from power spectrum. , IMAC-XXIV, (2006)
Google Scholar
[10]
Shidai Xu. Applied Investigation Of The Modal Identification For Engineering Structures Undergoing Ambient Excitation. Nanjing: Southeast University. (2006)(In Chinese)
Google Scholar
[11]
Yihua Zhang. Parameter Identification Of Large Complex Structures. Beijing: Tsinghua University. (1999)(In Chinese)
Google Scholar
[12]
Zhiying Zhang, Gaoming Tan and Xilin Lu. Study On The Identification Method Of Damping For The Building Under Ambient Excitation. Journal of Xi'an University of Architecture & Technology (Natural Science Edition), 6(2007), p.767~772. (In Chinese)
Google Scholar
[13]
Xiuzhong Xu, Hongxing Hua and Zhaoneng Chen. Review of Modal Identification Method Based On Ambient Excitation. Journal of Vibration and Shock, 3(2002), p.1~6. (In Chinese)
Google Scholar
[14]
J.M. Caicedo S.J. Dyke. Implementation of a SHM Method on a Numerical Model of a Cable-Stayed Bridge. Proceeding of the American Control Conference,v5, Proceedings of the 2004 American Control Conferenc(AAC).2004:4213~4218
DOI: 10.23919/acc.2004.1383969
Google Scholar
[15]
QiuHai Lu, Zhou Zhou. Structural Strain Modes Identification Method By Eigen System Realization Algorithm. Journal of Mechanical Strength, 1(2004), p.1~5. (In Chinese)
Google Scholar
[16]
Fuqiang Liu, Lingmi Zhang. An Improved Eigensystem Realization Algorithm and Its Application to Modal Parameter Identification of Intelligent Space Trusses. Journal of Vibration Engineering. 3(1999), p.316~322. (In Chinese)
Google Scholar
[17]
Quan Qin,HuiBin Li.Modal Identification of Tsing Ma Bridge by UsingImproved Eigensystem Realization Algorithm[J].Journal of Sound and Vibration, 2 (2001) , p.325~401. (In Chinese)
DOI: 10.1006/jsvi.2001.3751
Google Scholar
[18]
Chaoshan Liu. Study of Structural Health Monitoring of Qingdao By Bridge Engineering: Shanghai Jiao Tong University. (2010)(In Chinese)
Google Scholar
[19]
Ren, WX. Zhao, T. and Harik, 1.E. Experimental and analytical modal analysis of a steel arch bridge. Journal of Structural Engineering,ASCE,VOI.120,7 (2004), pp.I022~1031
DOI: 10.1061/(asce)0733-9445(2004)130:7(1022)
Google Scholar
[20]
Ren, WX .and Zong, Z.H. Output-only modal parameter identification of civil engineering structures Structural Engineering and Mechanics,Vol.17(2004), p.429~444(In Chinese)
DOI: 10.12989/sem.2004.17.3_4.429
Google Scholar
[21]
Keqing Fan, Yiqing Ni and Zanming Gao. Improved Stochastic System Identification Approach With Its Application In Bridge Condition Monitoring. China Journal of Highway and Transport. 4(2004), p.70~73. (In Chinese)
Google Scholar
[22]
Xiaohua Zhang. Stochastic Subspace Identification and Application of Structures under Ambient Vibration. Fuzhou: Fuzhou University. (2005)(In Chinese)
Google Scholar
[23]
Jun Chang. Modal Parameters Identification of Bridge by Stochastic Subspace Identification Method. Shanghai: Tongji University. (2006)(In Chinese)
Google Scholar
[24]
Edwin Reyndersa, Rik Pintelon, et al. Uncertainty bounds on modal arameters obtained from stochastic subspace identification. Mechanical System and Signal Processing, 2008(22), 948-969.
DOI: 10.1016/j.ymssp.2007.10.009
Google Scholar
[25]
Yunjun Lu. Research on Modal Parameters Identification for Large Span Spatial Steel Structure and Environmental Variability. Harbin: Harbin Institute of Technology (2009) (In Chinese)
Google Scholar
[26]
Jiangling Fan, Zhiyi Zhang and Hongxing Hua. A Stabilization Diagram Based on an Improved Stochastic Subspace Identification. Journal of Vibration and Shock, 2(2010), p.31~34. (In Chinese)
Google Scholar
[27]
Hui Liu, et al. Comparative Study on the Identification of Structural Modal ParameterUsing Different Methods. Journal of Chongqing University, 6 (2010), p.60~66. (In Chinese)
Google Scholar
[28]
J.Lardies, S.Gouttebroze. Identification of Modal Parameters Using the Wavelet Transform International Journal of Mechanical Science, 11 (2002):2263-2283
DOI: 10.1016/s0020-7403(02)00175-3
Google Scholar
[29]
Yanhuang Zhu. Parameter Identification and Damage Alarming for Large Span Spatial Steel Structure Under Ambient Excitation. Shenzhen: Harbin Institute of Technology. (2010)(In Chinese)
Google Scholar
[30]
Jinming Liu, et al. The Methods Compare For Ambient Modal Analysis: Of the 9th National Conference on Vibration Theory and Applications, China, Hangzhou, (2007) (In Chinese)
Google Scholar
[31]
Wei Liu. Study on Key Technologies of Health Monitoring System For Spatial Lattice Structures. Harbin: Harbin Institute of Technology (2009) (In Chinese)
Google Scholar
[32]
Zhongliang Lu, Changqi Yang, et al. Progress on Modal Parameter Identification with Multiple-excitation. Journal of Vibration and Shock. 1 (2011): p.197~203. (In Chinese)
Google Scholar