A state-space approach for deriving bridge displacement from acceleration

Computer-Aided Civil and Infrastructure Engineering

Volumn 23, Issue 4, 2008, Pages 281-290

  Gindy, Mayrai ^a   Vaccaro, Richard ^b   Nassif, Hani ^c   Velde, Jana ^a  

^a University of Rhode Island   (United States)

^b UNIVERSITY OF RHODE ISLAND   (United States)

^c Rutgers University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION; DYNAMIC RESPONSE; MATHEMATICAL MODELS; STATE SPACE METHODS; TIME DOMAIN ANALYSIS;

GIRDER DISPLACEMENT; TIME DOMAIN CORRECTION METHODS;

BRIDGES;

ACCELERATION; BRIDGES; DYNAMIC RESPONSE; MATHEMATICAL MODELS; STATE SPACE METHODS; TIME DOMAIN ANALYSIS;

ACCELERATION; BRIDGE; CONFERENCE PROCEEDING; DISPLACEMENT; DYNAMIC RESPONSE; ERROR CORRECTION; MODELING; SEISMIC DESIGN; SENSOR; STRUCTURAL COMPONENT; STRUCTURAL RESPONSE;

EID: 41149105924     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2007.00536.x     Document Type: Conference Paper

References (28)

1. Boore, D. M. & Akkar, S. (2003), Effect of causal and acausal filters on elastic and inelastic response spectra, Earthquake Engineering and Structural Dynamics, 32(11), 1729-48.
2. Boore, D. M., Stephens, C. D. & Joyner, W. B. (2002), Comments on baseline correction of digital strong-motion data: Examples from the 1999 Hector Mine, California, earthquake, Bulletin of the Seismological Society of America, 92(4), 1543-60.
3. Douglas, B. M., Maragakis, E. A. & Nath, B. (1990), Static deformation of bridges from quick-release dynamic experiments, Journal of Structural Engineering, 116(8), 2201-2213.
4. Earthquake Engineering Research Laboratory. (1975a), Analyses of Strong Motion Earthquake Accelerograms, vol. III, Response Spectra, California Institute of Technology, Pasadena, CA.
5. Earthquake Engineering Research Laboratory. (1975b), Strong Motion Earthquake Accelerograms, Digitized and Plotted Data, Corrected Accelerograms and Integrated Ground Velocity and Displacement Curves, vol. II, California Institute of Technology, Pasadena, CA.
6. Faulkner, B. C., Barton, F. W., Baber, T. T. & McKeel, W. T. (1996), Determination of Bridge Response Using Acceleration Data, Virginia Transportation Research Council, Report VTRC 97-R5, Virginia.
7. Gindy, M. & Nassif, H. (2005), Reliability-based live load model for serviceability limit states, in Proceedings of the International Conference of Structural Safety and Reliability, Rome, Italy.
8. Gindy, M., Nassif, H. & Velde, J. (in press), Bridge displacement estimates from measured acceleration records, transportation research record (TRR), Journal of the Transportation Research Board.
9. Graizer, V. M. (1979), Determination of the true ground displacement by using strong motion records, Izvestiya Physics of the Solid Earth, 15, 875-85.
10. Graves, R. W. (2004), Processing Issues for Near Source Strong Motion Recordings, Workshop on Strong-Motion Recording Processing, The Consortium of Organizations for Strong-Motion Observation Systems, CA.
11. Iwan, W. D., Moser, M. A. & Peng, C.-Y. (1985), Some observations on strong-motion earthquake measurement using a digital accelerograph, Bulletin of the Seismological Society of America, 75, 1225-46.
12. Jackson, L. B. (1991), Signals, Systems, and Transforms, Upper Saddle River, NJ, Addison-Wesley.
13. Kropp, P. K. (1977), Experimental Study of the Dynamic Response of Highway Bridges, Joint Highway Research Project No. C-36-56S, Engineering Experiment Station, Purdue University, Indiana.
14. Kung, S. Y. (1978), A new identification and model reduction algorithm via SVD, Proceedings 12th Asilomar Conference Circuits, Systems, Computers, Pacific Grove, CA, pp. 705-14.
15. Nassif, H., Gindy, M. & Davis, J. (2005), Comparison of laser Doppler vibrometer with contact sensors for monitoring bridge deflection and vibration, Nondestructive Testing and Evaluation International, 38, 213-18.
16. Nassif, H., Gucunski, N., Abu-Amra, T., Gindy, M. & Balic, M. (2002), Analytical Modeling and Instrumentation Planning of the Doremus Avenue Bridge, New Jersey Department of Transportation, Report No. FHWA-NJ-2002-008.
17. Park, K.-T., Kim, S.-H., Park, H.-S. & Lee, K.-W. (2005), The determination of bridge displacement using measured acceleration, Engineering Structures, 27, 371-78.
18. Paultre, P., Proulx, J. & Talbot, M. (1995), Dynamic testing procedures for highway bridges using traffic loads, Journal of Structural Engineering, 121(2), 362-76.
19. Pitstick, G. M., Cruz, J. R. & Mulholland, R. J. (1986), Approximate realization algorithms for truncated impulse response data, IEEE Transactions on Acoustics, Speech, & Signal Processing, 34, 1583-88.
20. Trifunac, M. D. (1970), Low Frequency Digitization Errors and a New Method of Zero Baseline Correction of Strong-Motion Accelerograms, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, CA.
21. Trifunac, M. D. (1971), Zero baseline correction of strong-motion accelerograms, Bulletin of the Seismological Society of America, 61(5), 1201-11.
22. Trifunac, M. D. (1972), A note on corrections of strong-motion accelerograms for instrument response, Bulletin of the Seismological Society of America, 62(1), 401-09.
23. Trifunac, M. D., Udwadia, F. E. & Brady, A. G. (1973), Analysis of errors in digitized strong-motion accelerograms, Bulletin of the Seismological Society of America, 63(1), 157-187.
24. Vaccaro, R. J. (1983), Approximate Realization and Model Reduction for Linear Systems, Ph.D. Dissertation, Department of Electrical Engineering, Princeton University, New Jersey.
25. Velde, J., Gindy, M. & Nassif, H. (2006), Estimation of bridge displacement from measured acceleration records, in Proceedings of the 23rd Southeastern Conference in Theoretical and Applied Mechanics, Mayagüez, Puerto Rico.
26. Wolek, A. L., Barton, F. W., Baber, T. T. & McKeel, W. T. (1996), Dynamic Field Testing of the Route 58 Meherrin River Bridge, Virginia Transportation Research Council, Report VTRC 97-R4, Virginia.
27. Xingmin, H., Xueshan, Y. & Qiao, H. (2005), Using inclinometer to measure bridge deflection, Journal of Bridge Engineering, 10(5), 564-69.
28. Zhu, L. (2003), Recovering permanent displacements from seismic records of the June 9, 1994 Bolivia deep earthquake, Geophysical Research Letters, 1(1), 1-4.