System identification of suspension bridge from ambient vibration response
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[1] B. Peeters,et al. Stochastic System Identification for Operational Modal Analysis: A Review , 2001 .
[2] Colin Anthony Taylor,et al. AMBIENT VIBRATION MEASUREMENTS OF THE HUMBER SUSPENSION BRIDGE AND COM PARISON WITH CALCULATED CHARACTERISTICS , 1987 .
[3] Hirotugu Akaike,et al. Maximum likelihood estimation of structural parameters from random vibration data , 1973 .
[4] Yozo Fujino,et al. Structural identification of a nonproportionally damped system and its application to a full-scale suspension bridge , 2005 .
[5] Yeong-Bin Yang,et al. Dynamic Testing and System Identification of a Multi-Span Highway Bridge , 1999 .
[6] Raimundo Delgado,et al. Dynamic Tests on Large Cable-Stayed Bridge , 2001 .
[7] David L. Brown,et al. Parameter Estimation Techniques for Modal Analysis , 1979 .
[8] Y. Tamura,et al. Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds , 1996 .
[9] C. Farrar,et al. SYSTEM IDENTIFICATION FROM AMBIENT VIBRATION MEASUREMENTS ON A BRIDGE , 1997 .
[10] Yozo Fujino,et al. Experimental study of laser Doppler vibrometer and ambient vibration for vibration-based damage detection , 2006 .
[11] George W. Housner,et al. Ambient Vibration Tests of a Suspension Bridge , 1978 .
[12] S. R. Ibrahim. Random Decrement Technique for Modal Identification of Structures , 1977 .
[13] Richard S. Pappa,et al. Large Modal Survey Testing Using the Ibrahim Time Domain Identification Technique , 1982 .
[14] Erik A. Johnson,et al. NATURAL EXCITATION TECHNIQUE AND EIGENSYSTEM REALIZATION ALGORITHM FOR PHASE I OF THE IASC-ASCE BENCHMARK PROBLEM: SIMULATED DATA , 2004 .
[15] Nuno M. M. Maia,et al. Theoretical and Experimental Modal Analysis , 1997 .
[16] Rune Brincker,et al. Modal identification of output-only systems using frequency domain decomposition , 2001 .
[17] Julius S. Bendat,et al. Engineering Applications of Correlation and Spectral Analysis , 1980 .
[18] A. B. Dunwoody,et al. A Mathematical Basis for the Random Decrement Vibration Signature Analysis Technique , 1982 .
[19] A. M. Abdel-Ghaffar,et al. Ambient Vibration Studies of Golden Gate Bridge: I. Suspended Structure , 1985 .
[20] Jer-Nan Juang,et al. An eigensystem realization algorithm for modal parameter identification and model reduction. [control systems design for large space structures] , 1985 .
[21] Dar Yun Chiang,et al. Modal parameter identification from ambient response , 1999 .
[22] E. C. Mikulcik,et al. A method for the direct identification of vibration parameters from the free response , 1977 .