Variability of modal parameters measured on the alamosa canyon bridge
暂无分享,去创建一个
Charles R. Farrar | Erik G. Straser | Scott W. Doebling | Phillip J. Cornwell | C. Farrar | S. Doebling | P. Cornwell
[1] Julius S. Bendat,et al. Engineering Applications of Correlation and Spectral Analysis , 1980 .
[2] Jer-Nan Juang,et al. An eigensystem realization algorithm for modal parameter identification and model reduction. [control systems design for large space structures] , 1985 .
[3] William H. Press,et al. Numerical recipes in C. The art of scientific computing , 1987 .
[4] William H. Press,et al. Numerical Recipes in FORTRAN - The Art of Scientific Computing, 2nd Edition , 1987 .
[5] Y. G. Tsuei,et al. Complex Mode Indication Function and its Applications to Spatial Domain Parameter Estimation , 1988 .
[6] Askegaard,et al. LONG TERM OBSERVATION OF RC-BRIDGE USING CHANGES IN NATURAL FREQUENCY. NORDIC CONCRETE RESEARCH. PUBLICATION NO 7 , 1988 .
[7] A. J. Pretlove,et al. A STUDY OF THE SPECTRUM OF TRAFFIC-INDUCED BRIDGE VIBRATION , 1988 .
[8] V. Askegaard,et al. Long term observation of RC-bridge using changes in natural frequency , 1988 .
[9] Richard S. Pappa,et al. A consistent-mode indicator for the eigensystem realization algorithm , 1992 .
[10] Rune Brincker,et al. Vibration Based Inspection of Civil Engineering Structures , 1993 .
[11] W. Rücker,et al. Continuous load and condition monitoring of a highway bridge , 1995 .
[12] C. Farrar,et al. Effects of measurement statistics on the detection of damage in the Alamosa Canyon Bridge , 1996 .
[13] Charles R. Farrar,et al. A statistical comparison of impact and ambient testing results from the Alamosa Canyon Bridge , 1996 .