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http://dx.doi.org/10.12989/sem.2006.23.4.409

Displacements, damage measures and response spectra obtained from a synthetic accelerogram processed by causal and acausal Butterworth filters  

Gundes Bakir, Pelin (Department of Civil Engineering, Istanbul Technical University)
Richard, J. Vaccaro (Department of Electrical and Computer Engineering, University of Rhode Island)
Publication Information
Structural Engineering and Mechanics / v.23, no.4, 2006 , pp. 409-430 More about this Journal
Abstract
The aim of this study is to investigate the reliability of strong motion records processed by causal and acausal Butterworth filters in comparison to the results obtained from a synthetic accelerogram. For this purpose, the fault parallel component of the Bolu record of the Duzce earthquake is modeled with a sum of exponentially damped sinusoidal components. Noise-free velocities and displacements are then obtained by analytically integrating the synthetic acceleration model. The analytical velocity and displacement signals are used as a standard with which to judge the validity of the signals obtained by filtering with causal and acausal filters and numerically integrating the acceleration model. The results show that the acausal filters are clearly preferable to the causal filters due to the fact that the response spectra obtained from the acausal filters match the spectra obtained from the simulated accelerogram better than that obtained by causal filters. The response spectra are independent from the order of the filters and from the method of integration (whether analytical integration after a spline fit to the synthetic accelerogram or the trapezoidal rule). The response spectra are sensitive to the chosen corner frequency of both the causal and the acausal filters and also to the inclusion of the pads. Accurate prediction of the static residual displacement (SRD) is very important for structures traversing faults in the near-fault regions. The greatest adverse effect of the high pass filters is their removal of the SRD. However, the noise-free displacements obtained by double integrating the synthetic accelerogram analytically preserve the SRD. It is thus apparent that conventional high pass filters should not be used for processing near-fault strong-motion records although they can be reliably used for far-fault records if applied acausally. The ground motion parameters such as ARIAS intensity, HUSID plots, Housner spectral intensity and the duration of strong-motion are found to be insensitive to the causality of filters.
Keywords
response spectra; signal processing; butterworth filters; strong-motion accelerograms; static residual displacement; signal to noise ratios; long period ground motion; synthetic accelerograms; causal/acausal filters; ARIAS intensity; HUSID plots; Housner spectral intensity; strong-motion duration;
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1 Bakir, P.G and Boduroglu, H.M. (2002b),' Mitigating against earthquakes in Turkey ', In Twelfth European Conf. on Earthquake Engineering, Barbican Center, London, September
2 Bakir, P.G and Boduroglu, H.M. (2004), ' A comprehensive model for earthquake risk reduction in Turkey ', In 13th World Conf. on Earthquake Engineering, Vancouver, Canada, August
3 Boore, D.M. (2005a), ' On pads and filters: Processing strong-motion data ', Bulletin of the Seismological Society of America, 95(2), 745-750, April   DOI   ScienceOn
4 Boore, D.M. (2005b), Personal Communications
5 Boore, D.M. and Akkar, S. (2003),' Effect of causal and anti-causal filters on elastic and inelastic response spectra ', Earthq. Eng. Struct. Dyn., 32(11), 1729-1748   DOI   ScienceOn
6 Bakir, P.G and Boduroglu, H.M. (2002a), ' Earthquake risk and hazard mitigation in Turkey ', Earthq. Spectra, 18(3), 427-447   DOI   ScienceOn
7 Bakir, P.G (2004), ' Proposal for a national mitigation strategy against earthquakes in Turkey ', Natural Hazards, 33(3), 405-425   DOI   ScienceOn
8 Brady, A.G. and Trifunac, M.D. (1975), ' A study on the duration of strong earthquake ground motion ', Bulletin of Seismological Society of America, 65, 581-626
9 Bray, J.D. and Rodriguez-Marek, A. (2004),' Characterisation of forward directivity ground motions in the nearfault regions ', Soil Dyn. Earthq. Eng., 24, 815-828   DOI   ScienceOn
10 Brune, J.N. (1970),' Tectonic stress and the spectra of seismic shear waves from earthquakes ', J. Geophysical Research, 75
11 Priestley, M.J.N. and Calvi, G.M. (2002), ' Strategies for repair and seismic upgrading of Bolu viaduct 1, Turkey ', J. Earthq. Eng., 6(Special Issue 1), 157-184   DOI
12 Somerville, P.G, Smith, N.F., Graves, R.Wand Abrahamson, N.A. (1997), ' Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity ', Seismological Research Letters, 68(1), 199-222   DOI   ScienceOn
13 Stephens, C.D. and Boare, D.M. (2004),' ANSS/NSMP strong-motion record processing and procedures ', In Invited Workshop on Strong-motion Record Processing, COSMOS, May
14 Taghavi, S. and Miranda, E. (2005), ' Approximate floor acceleration demands in multistorey buildings. I: formulation ', J. Struct. Eng., ASCE, 131(2), 203-211   DOI   ScienceOn
15 Vaccaro, R.J. (2005), Lecture Notes on 'Subspace Based Signal Processing '. Graduate School in Systems and Control, Katholieke Universiteit Leuven, Belgium
16 Chopra, A.K. (2001), Dynamics of Structures: Theory and Applications to Earthquake Engineering. 2nd edition. Prentice Hall, Upper Saddle River, NJ
17 Converse, A.M. and Brady, A.G. (1992), BAP: Basic Strong-motion Accelerogram Processing Software, Version 1.0. Open-File report 92-296A, U.S. Department of the Interiar U.S. Geological Survey, Middlefield Rd. Menlo Park, CA, 94025
18 Housner, G.W. (1952), ' Intensity of ground motion during strong earthquake ', Earthquake Research Laboratory, California Institute of Technology, Pasadena, California
19 Jackson, L.B. (1991), Signals, Systems, and Transforms. Addison-Wesley, Univ.of Southern California
20 Newmark, N.M. and Hall, W.J. (1982), Earthquake Spectra and Design. Earthquake Engineering Research Institute Monograph Series
21 Kanasewich, E.R. (1981), Time Sequence Analysis in Geophysics. The University of Alberta Press
22 Nigam, N.C. and Jennings, P.C. (1968), ' Digital calculation of response spectra from strong motion earthquake recards ', CALTECH, Report, Pasadena, California
23 Luco, N., Silva, W, Bazzurro, P., Sjoberg, B. and Darragh, R. (2004), ' Effects of strong motion processing procedures on time histories, elastic and inelastic spectra ', In invited Workshop on Strong-motion Record Processing, The Consartium of Organizations far Strong-Motion Observation Systems (COSMOS), May
24 MATLAB 7.0. (2005), The Mathworks Inc. http://www.mathworks.com
25 Park, S.W, Ghasemi, H., Shen, J., Somerville, P.G., Yen, W.P. and Yashinsky, M. (2004), ' Simulation of the seismic performance of the Bolu viaduct subjected to near-fault ground motions ', Earthq. Eng. Struct. Dyn., 33, 1249-1270   DOI   ScienceOn
26 Brune, J.N. (1971), Correction. Journal of Geophysical Research, 76, 5002   DOI
27 Boore, D.M., Stephens, C.D. and Joyner, W.B. (2002), ' Comments on baseline correction of digital strongmotion data: Examples from the 1999, Hector Mine California earthquake ', Bulletin of the Seismological Society of America, 92(4), 1543-1560   DOI   ScienceOn
28 Kiremidjian, A.S. and Singhal, A. (1996), ' A method far earthquake motion-damage relationships with application to reinforced concrete frames ', Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University-Report No: 119, Stanford CA 94305-4020
29 Mulholland, R.J., Pitstick, G.M. and Cruz, J.R. (1986), ' Approximate realization algorithms for truncated impulse response data ', IEEE Trans. Acoust., Speech, Signal Processing, 34, 1583-1588   DOI
30 Vaccaro, R.J. (1983),' Approximate realization and model reduction for linear systems ', Ph.D. Dissertation, Department of Electrical Engineering, Princeton University
31 Mitra, S.K. (2001), Digital Signal Processing, McGraw-Hill, Second Edition
32 Boore, D.M. and Bommer, J.J. (2005), ' Processing of strong-motion accelerograms: Needs, options and consequences ', Soil Dyn. Earthq. Eng., 25(2), 93-115   DOI   ScienceOn