Technical Papers
Dec 12, 2017

Hybrid C- and L-Moment–Based Hermite Transformation Models for Non-Gaussian Processes

Publication: Journal of Engineering Mechanics
Volume 144, Issue 2

Abstract

The moment-based Hermite transformation models are widely used in extreme-value prediction and fatigue estimation of non-Gaussian processes. However, when only higher-order ordinary central moments (C-moments) are involved in the transformation, the Hermite model would lead to statistical uncertainty. Furthermore, the application of moment-based Hermite models to measured time series is restricted if accurate moments cannot be retrieved from data. In this paper, the respective virtues of C-moments and linear moments (L-moments) are exploited to formulate a new style of nonlinear transformation. Combinations of these two types of moments are sought with various strategies in terms of the accuracy in extreme-value prediction of non-Gaussian processes. It is found that for a process of very strong non-Gaussianity, the quartic C-moment model renders best accuracy when the sampling data are rich, while two of hybrid C- and L-moment (C/L) models work most nicely when data size is limited.

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Acknowledgments

This research work is sponsored by China National Science Foundation (Grant No. 51379035), China Key Research Scheme (Grant No. 2016YFC0303706), and Offshore Engineering Development Projects [Grant Nos. (2015)-75, SZHY2014-B01-001, and 201411201645511650] of Shenzhen government.

References

Choi, M., and Sweetman, B. (2010). “The Hermite moment model for highly skewed response with application to tension leg platforms.” J. Offshore Mech. Arct. Eng., 132(2), 021602.
David, H. A. (1981). Order statistics, 2nd Ed., Wiley, New York.
DNV (Det Norske Veritas). (2010). “Environmental conditions and environmental loads.”, Oslo, Norway.
Gini, C. (1912). “Variabilità e mutabilità: contributo allo studio delle distribuzioni e delle relazioni statistiche.” Stud. Econ.-Giur. R. Univ. Cagl., 3(Part 2), 3–159 (in Italian).
Grigoriu, M. (1984). “Crossings of non-Gaussian translation processes.” J. Eng. Mech., 610–620.
Grigoriu, M. (1998). “Simulation of stationary non-Gaussian translation processes.” J. Eng. Mech., 121–126.
Hosking, J. R. M. (1990). “L-moments: Analysis and estimation of distributions using linear combinations of order statistics.” J. R. Stat. Soc., 52(1), 105–124.
Kaigh, W. D., and Driscoll, M. F. (1987). “Numerical and graphical data summary using O-statistics.” Am. Statistician, 41(1), 25–32.
Masters, F., and Gurley, K. R. (2003). “Non-Gaussian simulation: Cumulative distribution function map-based spectral correction.” J. Eng. Mech., 1418–1428.
MATLAB [Computer software]. MathWorks, Natick, MA.
Naess, A., and Clausen, P. H. (2001). “Combination of the peaks-over-threshold and bootstrapping methods for extreme value prediction.” Struct. Saf., 23(4), 315–330.
Naess, A., and Gaidai, O. (2009). “Estimation of extreme values from sampled time series.” Struct. Saf., 31(4), 325–334.
Naess, A., Gaidai, O., and Karpa, O. (2013). “Estimation of extreme values by the average conditional exceedance rate method.” J. Probab. Stat., 2013(3), 1–15.
Newland, D. E. (2005). An introduction to random vibrations, spectral and wavelet analysis, 3rd Ed., Dover, New York.
Pickands, J. (1975). “Statistical inference using extreme order statistics.” Ann. Stat., 3(1), 119–131.
Royston, P. (1992). “Which measures of skewness and kurtosis are best?” Stat. Med., 11(3), 333–343.
Simiu, E., and Heckert, N. A. (1996). “Extreme wind distribution tails: A peaks over threshold approach.” J. Struct. Eng., 539–547.
SNAME (Society of Naval Architects and Marine Engineers). (2008). “Recommended practice for site specific assessment of mobile jack-up units.”, Jersey City, NJ.
Winterstein, S. R. (1985). “Non-normal responses and fatigue damage.” J. Eng. Mech., 1291–1295.
Winterstein, S. R. (1988). “Nonlinear vibration models for extremes and fatigue.” J. Eng. Mech., 1772–1790.
Winterstein, S. R., and Kashef, T. (2000). “Moment-based load and response models with wind engineering applications.” J. Solar Energy Eng., 122(3), 122–128.
Winterstein, S. R., and MacKenzie, C. A. (2013). “Extremes of nonlinear vibration: Models based on moments, L-moments, and maximum entropy.” J. Offshore Mech. Arctic Eng., 135(2), 021602.
Winterstein, S. R., and Torhaug, R. (1996). “Extreme jack-up response: Simulation and nonlinear analysis methods.” J. Offshore Mech. Arct., 118(2), 103.
Zheng, X. Y., and Liaw, C. Y. (2004). “Response cumulant analysis of a linear oscillator driven by Morison force.” Appl. Ocean Res., 26(3–4), 154–161.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 144Issue 2February 2018

History

Received: Jan 11, 2017
Accepted: Aug 4, 2017
Published online: Dec 12, 2017
Published in print: Feb 1, 2018
Discussion open until: May 12, 2018

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Authors

Affiliations

S. Gao
Ph.D. Candidate, School of Naval Architecture and Ocean Engineering, Dalian Univ. of Technology, Dalian 116024, China.
X. Y. Zheng [email protected]
Professor, Division of Ocean Science and Technology, Shenzhen Graduate School, Tsinghua Univ., Shenzhen 518055, China (corresponding author). E-mail: [email protected]
Y. Huang
Professor, School of Naval Architecture and Ocean Engineering, Dalian Univ. of Technology, Dalian 116024, China.

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