Technical Papers
Jun 19, 2015

Time-Frequency Analysis of Nonstationary Process Based on Multivariate Empirical Mode Decomposition

Publication: Journal of Engineering Mechanics
Volume 142, Issue 1

Abstract

Currently, empirical mode decomposition (EMD) has become a popular data-driven time-frequency analysis method for nonstationary and nonlinear data. However, it is still limited to univariate data due to the number and/or scale misalignment for multivariate data. A newly developed multivariate EMD (MEMD) scheme decomposes multivariate data simultaneously and thus leads to mode alignment and minimizes mode mixing. In addition, an improved amplitude and frequency modulation (AM-FM) decomposition algorithm presented here provides an estimation of a more meaningful instantaneous amplitude and frequency than the widely used Hilbert transform (HT). Both of these facilitate development of a time-frequency analysis framework for multivariate nonstationary and nonlinear data analysis. In this paper, MEMD-based scalogram and coscalogram, and instantaneous frequency spectra and cospectra are proposed to characterize a multivariate nonstationary process. The scalogram and instantaneous frequency spectra capture spectral evolution of each component while the coscalogram and instantaneous frequency cospectra reveal embedded intermittent correlation between two components. Compared with scale-based scalogram and coscalogram, frequency-based instantaneous frequency spectra and cospectra provide a more detailed portrait of multivariate data. The effectiveness of the proposed MEMD-based time-frequency analysis framework is demonstrated by numerical examples of a thunderstorm downburst and an earthquake ground motion. Also, the results from the MEMD-based approach are compared with those based on a continuous wavelet transform, which further reinforces the effectiveness of the proposed framework.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The support of the National 1000 Young Talents Program (China), the National Basic Research Program of China (No. 2013CB036300), and the Applied Basic Research Program of Sichuan Province (No. 2015JY0060) are greatly acknowledged.

References

Beck, J. L., and Papadimitriou, C. (1993). “Moving resonance in nonlinear response to fully nonstationary stochastic ground motion.” Probab. Eng. Mech., 8(3–4), 157–167.
Bedrosian, E. (1963). “A product theorem for Hilbert transform.” Proc. IEEE, 51(5), 868–869.
Carmona, R. A., Wen, L. H., and Torresani, B. (1999). “Multiridge detection and time-frequency reconstruction.” IEEE Trans. Signal Process., 47(2), 480–492.
Cohen, L. (1995). Time frequency analysis: Theory and applications, Prentice Hall, Englewood Cliffs, NJ.
Conte, J. P., and Peng, B. F. (1997). “Fully nonstationary analytical earthquake ground-motion model.” J. Eng. Mech., 15–24.
Daubechies, I. (1992). Ten lectures on wavelets, Society for Industrial and Applied Mathematics, Philadelphia.
Feldman, M., and Braun, S. (1995). “Identification of nonlinear system parameters via the instantaneous frequency: Application of the Hilbert transform and Winger-ville techniques.” Proc., 13th Int. Modal Analysis Conf., SPIE, Bellingham, WA, 637–642.
Fujita, T. T. (1990). “Downbursts: Meteorological features and wind field characteristics.” J. Wind. Eng. Ind. Aerodyn., 36(Part I), 75–86.
Gabor, D. (1946). “Theory of communication.” J. Inst. Electron. Eng. Radio Commun. Eng., 93(26), 429–457.
Gast, K. D., and Schroeder, J. L. (2003). “Supercell rear-flank downdraft as sampled in the 2002 thunderstorm outflow experiment.” Proc., 11th Int. Conf. on Wind Engineering (CD-ROM), Texas Tech Univ., Lubbock, TX, 2233–2240.
Grossman, A., and Morlet, J. (1985). “Decomposition of functions into wavelets of constant shape and related transforms.” Mathematics and physics, lecture on recent results, L. Streit, ed., World Scientific, Singapore, 135–165.
Gurley, K., and Kareem, A. (1999). “Applications of wavelet transforms in earthquake, wind and ocean engineering.” Eng. Struct., 21(2), 149–167.
Gurley, K., Kijewski, T., and Kareem, A. (2003). “First-and high-order correlation detection using wavelet transform.” J. Eng. Mech., 188–201.
Hao, H., Olivera, C. S., and Penzien, J. (1989). “Multiple-station ground motion processing and simulation based on SMART-1 array data.” Nucl. Eng. Des., 111(3), 293–310.
Huang, G. (2014). “An efficient simulation approach for multivariate nonstationary process: Hybrid of wavelet and spectral representation method.” Probab. Eng. Mech., 37, 74–83.
Huang, G., and Chen, X. (2009). “Wavelets-based estimation of multivariate evolutionary spectral and its application to nonstationary downburst winds.” Eng. Struct., 31(4), 976–989.
Huang, G., Chen, X., Liao, H., and Li, M. (2013). “Predicting tall building response to nonstationary winds using multiple wind speed samples.” Wind Struct., 17(2), 227–244.
Huang, G., Zheng, H., Xu, Y., and Li, Y. (2015). “Spectrum models for nonstationary extreme winds.” J. Struct. Eng., 04015010.
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. London, Ser. A, 454(1971), 903–995.
Huang, N. E., et al. (2003). “A confidence limit for empirical mode decomposition and Hilbert spectral analysis.” Proc. R. Soc. London, Ser. A, 459(2037), 2317–2345.
Huang, N. E., Chen, X. Y., Lo, M. T., and Wu, Z. H. (2011). “On Hilbert spectral representation: A true time-frequency representation for nonlinear and nonstationary data.” Adv. Adap. Data Anal., 3(01n02), 63–93.
Huang, N. E., Shen, Z., and Long, S. R. (1999). “A new view of nonlinear water waves: The Hilbert spectrum.” Ann. Rev. Fluid Mech., 31(1), 417–457.
Huang, N. E., Wu, Z., Long, S. R., Arnold, K. C., Chen, X. Y., and Blank, K. (2009). “On the frequency.” Adv. Adap. Data Anal., 1(2), 177–229.
Huang, N. E., and Wu, Z. H. (2008). “A review on Hilbert-Huang transform: Method and its applications to geophysical studies.” Rev. Geophys., 46(2), 1–23.
Kareem, A., and Kijewski, T. (2002). “Time-frequency analysis of wind effects on structures.” J. Wind. Eng. Ind. Aerodyn., 90(12–15), 1435–1452.
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. (2007). “Nonlinear signal analysis: Time-frequency perspectives.” J. Eng. Mech., 238–245.
Letchford, C. W., and Chay, M. T. (2002). “Pressure distributions on a cube in a simulated thunderstorm downburst, Part B: Moving downburst observations.” J. Wind. Eng. Ind. Aerodyn., 90(7), 733–753.
Li, Q. S., and Wu, J. R. (2007). “Time-frequency analysis of typhoon effects on a 79-storey tall building.” J. Wind. Eng. Ind. Aerodyn., 95(12), 1648–1666.
Mandic, D. P., Rehman, N., Wu, Z. H., and Huang, N. E. (2013). “Empirical mode decomposition-based time-frequency analysis of multivariate signals: The power of adaptive data analysis.” IEEE Signal Process. Mag., 30(6), 74–86.
Nuttall, A. H., and Bedrosian, E. (1966). “On the quadrature approximation to the Hilbert transform of modulated signals.” Proc. IEEE, 54(10), 1458–1459.
Olhede, S., and Walden, A. T. (2004). “The Hilbert spectrum via wavelet projections.” Proc. Roy. Soc. London, Ser. A, 460(2044), 955–975.
Rehman, N., and Mandic, D. P. (2010a). “Empirical mode decomposition for trivariate signals.” IEEE Trans. Signal Process., 58(3), 1059–1068.
Rehman, N., and Mandic, D. P. (2010b). “Multivariate empirical mode decomposition.” Proc. R. Soc. London, Ser. A, 466(2117), 1291–1302.
Rehman, N., and Mandic, D. P. (2011). “Filter bank property of multivariate empirical mode decomposition.” IEEE Trans. Signal Process., 59(5), 2421–2426.
Rilling, G., Flandrin, P., Goncalves, P., and Lilly, J. M. (2007). “Bivariate empirical mode decomposition.” IEEE Signal Process. Lett., 14(12), 936–939.
Spanos, P. D., and Failla, G. (2004). “Evolutionary spectral estimation using wavelets.” J. Eng. Mech., 952–960.
Spanos, P. D., Giaralis, A., and Politis, N. P. (2007). “Time-frequency representation of earthquake accelerograms and inelastic structural response records using the adaptive chirplet decomposition and empirical mode decomposition.” Soil Dyn. Earthquake Eng., 27(7), 675–689.
Wang, L., and Kareem, A. (2004). “Modeling of non-stationary winds in gust-fronts.” Proc., 9th ASCE Joint Specialty Conf. on Probability Mechanical Structure Reliability, Curran, Red Hook, NY, 1–6.
Wang, L., McCullough, M., and Kareem, A. (2013a). “A data-driven approach for simulation of full-scale downburst wind speeds.” J. Wind. Eng. Ind. Aerodyn., 123(Part A), 171–190.
Wang, L., McCullough, M., and Kareem, A. (2013b). “Modeling and simulation of nonstationary processes utilizing Wavelet and Hilbert Transforms.” J. Eng. Mech., 345–360.
Wen, Y. K., and Gu, P. (2004). “Description and simulation of nonstationary processses based on Hilbert spectral.” J. Eng. Mech., 942–951.
Wu, Z., and Huang, N. E. (2009). “Ensemble empirical mode decomposition: A noise-assisted data analysis method.” Adv. Adap. Data Anal., 1(01), 1–41.
Xu, Y. L., and Chen, J. (2004). “Characterizing nonstationary wind speed using empirical mode decomposition.” J. Struct. Eng., 912–920.
Zhang, R. R., Ma, S., Safak, E., and Hartzell, S. (2003). “Hilbert-Huang transform analysis of dynamic and earthquake motion recordings.” J. Eng. Mech., 861–875.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 142Issue 1January 2016

History

Received: Sep 15, 2014
Accepted: May 11, 2015
Published online: Jun 19, 2015
Discussion open until: Nov 19, 2015
Published in print: Jan 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Guoqing Huang [email protected]
Professor, Research Center for Wind Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China (corresponding author). E-mail: [email protected]
Ph.D. Student, Research Center for Wind Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China. E-mail: [email protected]
Ahsan Kareem, Dist.M.ASCE [email protected]
Professor, NatHaz Modeling Laboratory, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556. E-mail: [email protected]
Professor, Research Center for Wind Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share