Technical Papers
May 14, 2013

Modeling and Simulation of Nonstationary Processes Utilizing Wavelet and Hilbert Transforms

Publication: Journal of Engineering Mechanics
Volume 140, Issue 2

Abstract

An approach is proposed for modeling and simulating nonstationary earthquake ground motions that utilizes stationary wavelet and Hilbert transforms. The proposed model is based on the time-frequency representation of a process, which is essential for capturing the nonstationary characteristics of earthquake ground motions. Stationary wavelet transform is first utilized to decompose a sample of a multicomponent nonstationary random process into a set of monocomponent signals. These signals are subsequently transformed to analytic signals using the Hilbert transform, which yields the instantaneous amplitudes and frequencies. Without the customary assumption of piecewise stationarity or reliance on an assumed modulation function, this approach is able to simulate nonstationary random processes, such as earthquake ground motion, based on a sample realization of the process and its instantaneous features. The method is extended to the simulation of multivariate random processes utilizing the proper orthogonal decomposition. Example simulations of measured ground-motion records are presented to demonstrate the efficacy of the proposed scheme. Utilization of this method for simulation of gust fronts is also discussed, further emphasizing the utility of this new framework for the simulation of a host of nonstationary processes with their respective features.

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Acknowledgments

The support of National Science Foundation Grant No. CMMI 09-28282 and support from the Global Center of Excellence at the Tokyo Polytechnic University, Japan, funded by the Ministry of Education, Culture, Sports, Science and Technology of Japan (MEXT), are gratefully acknowledged.

References

Amin, M., and Ang, A. H. S. (1968). “Nonstationary stochastic model of earthquake motions.” J. Engrg. Mech. Div., 94(2), 559–583.
Arias, A. (1970). “A measure of earthquake intensity.” Seismic design for nuclear power plants, R. J. Hansen, ed., MIT Press, Cambridge, MA, 438–483.
Boore, D. M. (2003). “Simulation of ground motion using the stochastic method.” Pure Appl. Geophys., 160(3-4), 635–676.
Buresti, G., Lombardi, G., and Bellazzini, J. (2004). “On the analysis of fluctuating velocity signals through methods based on the wavelet and Hilbert transforms.” Chaos Solitons Fractals, 20(1), 149–158.
Cakmak, A. S., Sherif, R. I., and Ellis, G. (1985). “Modelling earthquake ground motions in California using parametric time series methods.” Int. J. Soil Dyn. Earthquake Eng., 4(3), 124–131.
Carassale, L. (2005). “POD-based filters for the representation of random loads on structures.” Probab. Eng. Mech., 20(3), 263–280.
Carmona, R., Hwang, W. L., and Torresani, B. (1998). Practical time-frequency analysis, Volume 9: Gabor and wavelet transforms, with an implementation in S, Academic Press, San Diego.
Chang, M. K., Kwiatkowski, J. W., Nau, R. F., Oliver, R. M., and Pister, K. S. (1979). ARMA models for earthquake ground motions, Univ. of California, Berkeley, CA.
Chen, X., and Kareem, A. (2003). “POD in reduced order modeling of dynamic load effects.” Proc., 9th Int. Conf. on Applications of Statistics and Probability in Civil Engineering, Millpress, Rotterdam, Netherlands, 1591–1598.
Chen, X., and Kareem, A. (2005). “Proper orthogonal decomposition-based modeling, analysis, and simulation of dynamic wind load effects of structures.” J. Eng. Mech., 325–339.
Cohen, L. (1994). Time frequency analysis: Theory and applications, Prentice Hall, Englewood Cliffs, NJ.
Conte, J. P. (1992). “Effects of earthquake frequency nonstationarity on inelastic structural response.” Proc., 10th World Conf. on Earthquake Engineering, Balkema, Rotterdam, Netherlands, 3645–3651.
Conte, J. P., and Peng, B. F. (1997). “Fully nonstationary analytical earthquake ground-motion model.” J. Eng. Mech., 15–24.
Conte, J. P., Pister, K. S., and Mahin, S. A. (1992). “Nonstationary ARMA modeling of seismic motions.” Soil. Dyn. Earthquake Eng., 11(7), 411–426.
Daubechies, I. (1992). Ten lectures on wavelets, Society for Industrial and Applied Mathematics, Montpelier, VT.
Deodatis, G. (1996). “Non-stationary stochastic vector processes: Seismic ground motion applications.” Probab. Eng. Mech., 11(3), 149–168.
Deodatis, G., and Shinozuka, M. (1988). “Auto-regressive model for nonstationary stochastic processes.” J. Eng. Mech., 1995–2012.
Der Kiureghian, A., and Crempien, J. (1989). “An evolutionary model for earthquake ground motion.” Struct. Saf., 6(2-4), 235–246.
Fan, F.-G., and Ahmadi, G. (1990). “Nonstationary Kanai-Tajimi models for El Centro 1940 and Mexico City 1985 earthquakes.” Probab. Eng. Mech., 5(4), 171–181.
Farge, M. (1992). “Wavelet transforms and their applications to turbulence.” Annu. Rev. Fluid Mech., 24(1), 395–458.
Gabor, D. (1946). “Theory of communication.” J. Inst. Electr. Eng.: Radio Commun. Eng., 93(26), 429–457.
Gonzalez Andino, S. L., et al. (2000). “Measuring the complexity of time series: An application to neurophysiological signals.” Hum. Brain Mapp., 11(1), 46–57.
Grigoriu, M. (2003). “A class of models for non-stationary Gaussian processes.” Probab. Eng. Mech., 18(3), 203–213.
Grigoriu, M. (2006). “Evaluation of Karhunen-Loeve, spectral, and sampling representations for stochastic processes.” J. Eng. Mech., 179–189.
Grigoriu, M. (2010). “A spectral-based Monte Carlo algorithm for generating samples of nonstationary Gaussian processes.” Monte Carlo Meth. Appl., 16(2), 143–165.
Gurley, K., and Kareem, A. (1999). “Applications of wavelet transforms in earthquake, wind and ocean engineering.” Eng. Struct., 21(2), 149–167.
Holschneider, M., Kronland-Martinet, R., Morlet, J., and Tchamitchian, P. (1989). “A real-time algorithm for signal analysis with the help of the wavelet transform.” Wavelets, time-frequency methods and phase space, Springer, Berlin.
Housner, G., and Jennings, P. C. (1964). “Generation of artificial earthquakes.” J. Engrg. Mech. Div., 90(1), 113–150.
Huang, N. E., et al. (1998). “The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis.” Proc. R. Soc. Lond. A, 454(1971), 903–995.
Huang, S. Y., Qi, G. Z., and Yang, J. C. S. (1994). “Wavelet for system identification.” Proc., 12th Int. Modal Analysis Conf. (IMAC), Society for Experimental Mechanics, Bethel, CT, 1162–1166.
Iyama, J., and Kuwamura, H. (1999). “Application of wavelets to analysis and simulation of earthquake motions.” Earthquake Eng. Struct. Dynam., 28(3), 255–272.
Jones, G., and Boashash, B. (1990). “Instantaneous frequency, instantaneous bandwidth and the analysis of multicomponent signals.” Proc., Int. Conf. on Acoustics, Speech, and Signal Processing (ICASSP-90), Albuquerque, NM, 2467–2470.
Kameda, H. (1975). “Evolutionary spectra of seismogram by multifilter.” J. Engrg. Mech. Div., 101(6), 787–801.
Kareem, A. (2008). “Numerical simulation of wind effects: A probabilistic perspective.” J. Wind Eng. Ind. Aerodyn., 96(10-11), 1472–1497.
Kijewski, T., and Kareem, A. (2003). “Wavelet transforms for system identification in civil engineering.” Comput. Aided Civ. Infrastruct. Eng., 18(5), 339–355.
Kijewski-Correa, T., and Kareem, A. (2006). “Efficacy of Hilbert and wavelet transforms for time-frequency analysis.” J. Eng. Mech., 1037–1049.
Kijewski-Correa, T., and Kareem, A. (2007a). “Nonlinear signal analysis: Time-frequency perspectives.” J. Eng. Mech., 238–245.
Kijewski-Correa, T., and Kareem, A. (2007b). “Performance of wavelet transform and empirical mode decomposition in extracting signals embedded in noise.” J. Eng. Mech., 849–852.
Kwon, H.-H., Lall, U., and Khalil, A. (2007). “Stochastic simulation model for nonstationary time series using an autoregressive wavelet decomposition: Applications to rainfall and temperature.” Water Resour. Res., 43(5), W05407.
Levy, R., Kozin, F., and Moorman, R. B. B. (1971). “Random processes for earthquake simulation.” J. Engrg. Mech. Div., 97(2), 495–517.
Li, Y., and Kareem, A. (1990). “ARMA systems in wind engineering.” Probab. Eng. Mech., 5(2), 50–59.
Li, Y., and Kareem, A. (1991). “Simulation of multivariate nonstationary random processes by FFT.” J. Eng. Mech., 1037–1058.
Liang, J., Chaudhuri, S. R., and Shinozuka, M. (2007). “Simulation of nonstationary stochastic processes by spectral representation.” J. Eng. Mech., 616–627.
Lin, Y. K., and Yong, Y. (1987). “Evolutionary Kanai-Tajimi earthquake models.” J. Eng. Mech., 1119–1137.
Liu, S. C., and Jhaveri, D. P. (1969). “Spectral and correlation analysis of ground-motion accelerograms.” Bull. Seismol. Soc. Am., 59(4), 1517–1534.
Mallat, S. (1998). A wavelet tour of signal processing, Academic Press, San Diego.
Matsukawa, K., Watanabe, T., Theofanopulos, N. A., and Tohdo, M. (1987). “Phase characteristics of earthquake ground motions and those applications to synthetic ones.” Proc., 9th Int. Conf. on Structural Mechanics in Reactor Technology, Balkema, Rotterdam, Netherlands, 43–48.
Mignolet, M. P., and Spanos, P. (1992). “Simulation of homogeneous two-dimensional random fields. Part I: AR and ARMA models.” J. Appl. Mech., 59(2S), S260–S269.
Morlet, J., Arens, G., Fourgeau, E., and Giard, D. (1982). “Wave propagation and sampling theory. Part I: Complex signal and scattering in multilayered media.” Geophysics, 47(2), 203–221.
Naraoka, K., and Watanabe, T. (1987). “Generation of nonstationary earthquake ground motions using phase characteristics.” Proc., 9th Int. Conf. on Structural Mechanics in Reactor Technology, Balkema, Rotterdam, Netherlands, 37–42.
Narayana Iyengar, R., and Sundara Raja Iyengar, K. T. (1969). “A nonstationary random process model for earthquake accelerograms.” Bull. Seismol. Soc. Am., 59(3), 1163–1188.
Nigam, N. C. (1982). “Phase properties of a class of random processes.” Earthquake Eng. Struct. Dynam., 10(5), 711–717.
Ohsaki, Y. (1979). “On the significance of phase content in earthquake ground motions.” Earthquake Eng. Struct. Dynam., 7(5), 427–439.
Olhede, S., and Walden, A. T. (2004). “The Hilbert spectrum via wavelet projections.” Proc. R. Soc. Lond. A, 460(2044), 955–975.
Orwig, K. D., and Schroeder, J. L. (2007). “Near-surface wind characteristics of extreme thunderstorm outflows.” J. Wind Eng. Ind. Aerodyn., 95(7), 565–584.
Pachakis, D., Katafygiotis, L. S., and Zerva, A. (2007). “Amplitude variability in simulated incoherent seismic ground motions.” J. Eng. Mech., 844–848.
Percival, D. B., and Walden, A. T. (2000). Wavelet methods for time series analysis, Cambridge University Press, Cambridge, U.K.
Priestley, M. B. (1965). “Evolutionary spectra and non-stationary processes.” J. R. Stat. Soc., B, 27(2), 204–237.
Rezaeian, S., and Der Kiureghian, A. (2008). “A stochastic ground motion model with separable temporal and spectral nonstationarities.” Earthquake Eng. Struct. Dynam., 37(13), 1565–1584.
Rodolfo Saragoni, G., and Hart, G. C. (1973). “Simulation of artificial earthquakes.” Earthquake Eng. Struct. Dynam., 2(3), 249–267.
Samaras, E., Shinozuka, M., and Tsurui, A. (1985). “ARMA representation of random processes.” J. Eng. Mech., 449–461.
Scherer, R. J., Riera, J. D., and Schueller, G. I. (1982). “Estimation of the time-dependent frequency content of earthquake accelerations.” Nucl. Eng. Des., 71(3), 301–310.
Shinozuka, M., and Jan, C. M. (1972). “Digital simulation of random processes and its applications.” J. Sound Vibrat., 25(1), 111–128.
Shinozuka, M., and Sato, Y. (1967). “Simulation of nonstationary random process.” J. Engrg. Mech. Div., 93(1), 11–40.
Spanos, P., and Failla, G. (2004). “Evolutionary spectra estimation using wavelets.” J. Eng. Mech., 952–960.
Spanos, P., and Mignolet, M. P. (1992). “Simulation of homogeneous two-dimensional random fields. Part II: MA and ARMA models.” J. Appl. Mech., 59(2S), S270–S277.
Thráinsson, H., and Kiremidjian, A. S. (2002). “Simulation of digital earthquake accelerograms using the inverse discrete Fourier transform.” Earthquake Eng. Struct. Dynam., 31(12), 2023–2048.
Thráinsson, H., Kiremidjian, A. S., and Winterstein, S. R. (2000). “Modeling of earthquake ground motion in the frequency domain.” John A. Blume Earthquake Engineering Center Rep. No. 134, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA.
Ville, J. (1948). “Theorie et applications de la notion de signal analytique.” Cables Transmissions, 2A(1), 61–74.
Wang, J., Fan, L., Qian, S., and Zhou, J. (2002). “Simulations of non-stationary frequency content and its importance to seismic assessment of structures.” Earthquake Eng. Struct. Dynam., 31(4), 993–1005.
Wang, L., and Kareem, A. (2004). “Modeling of non-stationary winds in gust-fronts.” Proc., 9th ASCE Joint Specialty Conf. on Probabilistic Mechanics and Structural Reliability, Curran, Red Hook, NY, 1–6.
Wang, L., and Kareem, A. (2005a). “Modeling and simulation of transient Winds in downbursts/hurricanes.” Proc., 10th Americas Conf. on Wind Engineering (CD-ROM), American Association for Wind Engineering, Fort Collins, CO.
Wang, L., and Kareem, A. (2005b). “Simulation of multi-variate non-stationary random processes based on wavelet and Hilbert transforms.” Proc., 9th Int. Conf. on Structural Safety and Reliability (ICOSSAR'05) (CD-ROM), Millpress, Rotterdam, Netherlands.
Wang, L., and Kareem, A. (2009). “Stochastic modeling and simulation of transient processes.” Proc., 10th Int. Conf. on Structural Safety and Reliability (CD-ROM), CRC, Leiden, Netherlands.
Wen, Y. K., and Gu, P. (2004). “Description and simulation of nonstationary processes based on Hilbert spectra.” J. Eng. Mech., 942–951.
Yamaguchi, M., Hata, M., Kigami, J., and Hudson, K. (1997). Mathematics of fractals, American Mathematical Society, Providence, RI.
Yeh, C.-H., and Wen, Y. K. (1990). “Modeling of nonstationary ground motion and analysis of inelastic structural response.” Struct. Saf., 8(1–4), 281–298.
Zeldin, B. A., and Spanos, P. (1996). “Random field representation and synthesis using wavelet bases.” J. Appl. Mech., 63(4), 946–952.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 2February 2014
Pages: 345 - 360

History

Received: Aug 16, 2012
Accepted: May 10, 2013
Published online: May 14, 2013
Published in print: Feb 1, 2014

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Lijuan Wang [email protected]
Design Engineer, Technip, 11700 Katy Freeway, Houston, TX 77079. E-mail: [email protected]
Megan McCullough, S.M.ASCE [email protected]
Ph.D. Candidate, NatHaz Modeling Laboratory, Dept. of Civil and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author). E-mail: [email protected]
Ahsan Kareem, Dist.M.ASCE [email protected]
Robert M. Moran Professor, NatHaz Modeling Laboratory, Dept. of Civil and Environmental Engineering and Earth Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: [email protected]

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