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TECHNICAL PAPERS

Response Spectrum Estimation for Fixed Offshore Structures With Inundation Effect Included: A Price’s Theorem Approach

[+] Author and Article Information
Xiang Yuan Zheng, Chih Young Liaw

Department of Civil Engineering, National University of Singapore, Singapore, 117576

J. Offshore Mech. Arct. Eng 126(4), 337-345 (Mar 07, 2005) (9 pages) doi:10.1115/1.1834623 History: Received September 01, 2002; Revised May 01, 2004; Online March 07, 2005
Copyright © 2004 by ASME
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References

Liaw,  C. Y., and Zheng,  X. Y., 2003, “Polynomial Approximations of Wave Loading and Superharmonic Responses of Fixed Structures,” ASME J. Offshore Mech. Arct. Eng., 125, pp. 161–167.
Liaw, C. Y., and Zheng, X. Y., 2001, “Fourth-Order Approximation of Inundation Wave Force on Jack-Up Platforms,” Eighth International Conference on the Jack-Up Platform Design, Construction & Operation, C. D’Mello et al., eds., City University, London, pp. 51–63.
Liaw,  C. Y., and Zheng,  X. Y., 2001, “Inundation Effect of Wave Forces on Jack-Up Platforms,” Int. J. Offshore Polar Eng., 11, pp. 87–92.
Borgman, L. E., 1969, “Ocean Wave Simulation for Engineering Design,” Journal of Waterways and Harbours Division, Proceedings of ASCE, 95(WW4), pp. 557–583.
Lighthill, J., 1979, “Waves and Hydrodynamic Loading,” Proceedings, 2nd International Conference on the Behavior of Off-Shore Structures (BOSS), BHRA Fluid Engineering, Cranfield, 1, pp. 1–40.
Gudmestad,  O. T., and Connor,  J. J., 1983, “Linearization Methods and the Influence of Current on the Nonlinear Hydrodynamic Drag Force,” J. Appl. Ocean Res.,5, pp. 184–194.
Kareem, A., Zhao, J., Tognarelli, M. A., and Gurley, K. R., 1997, “Dynamics of Nonlinear Stochastic Systems: A Frequency Domain Approach,” Uncertainty Modeling in Vibration and Fuzzy Analysis of Structural Systems, B. M. Ayyub et al., eds., World Scientific Publishing Co., Singapore, pp. 101–146.
Bouyssy,  V., and Rackwitz,  R., 1997, “Polynomial Approximation of Morison Wave Loading,” ASME J. Offshore Mech. Arct. Eng., 119, pp. 30–36.
Bruce, R. L., 1985, “Quasi-Static Response of Jacket Platforms Subjected to Non-Linear Wave Loading,” International Conference on the Behavior of Offshore Structures, Elsevier Science Publishers B. V., Amsterdam, pp. 899–905.
Winterstein,  S. R., 1988, “Nonlinear Vibration Models for Extremes and Fatigue,” ASCE J. Eng. Mech.,114, pp. 1772–1790.
Liaw,  C. Y., and Zheng,  X. Y., “Least Squares, Moment-Based and Hybrid Polynomializations of Drag Forces,” ASCE J. Eng. Mech., 130, pp. 294–302.
Schetzen, M., 1980, The Volterra and Wiener Theories of Nonlinear Systems, John Wiley & Sons, New York, pp. 41–43.
Bendat, J. S., 1998, Nonlinear Systems Technique and Applications, John Wiley & Sons, New York, pp. 425–428; 430–433; 79–80; 456–459; 396–398; 415–416; 390–393; 416–424.
Morison,  J. R., O’Brien,  M. P., Johnson,  J. W., and Schaaf,  S. A., 1950, “The Forces Exerted by Surface Wave on Piles,” J. Pet. Technol., 189, pp. 149–157.
Borgman,  L. E., 1967, “Spectral Analysis of Ocean Wave Forces on Piling,” ASCE J. Waterways Harbours Divisions,93, pp. 129–156.
Price,  R., 1958, “A Useful Theorem for Non-Linear Devices Having Gaussian Inputs,” IRE Trans. Inf. Theory, I-4, pp. 69–72.
Borgman,  L. E., 1969, “Ocean Wave Simulation for Engineering Design,” ASCE J. Waterways Harbours Divisions,95, pp. 557–583.
Miller, K. S., 1964, Multidimensional Gaussian Distributions, John Wiley and Sons, New York, pp. 70–72.
Bendat, J. S., and Piersol, A. G., 1993, Engineering Applications of Correlation and Spectral Analysis, John Wiley, New York, pp. 164–166.
Li,  X. M., Quek,  S. T., and Koh,  C. G., 1995, “Stochastic Response of Offshore Platforms by Statistical Cubicization,” ASCE J. Eng. Mech.,121, pp. 1056–1068.
Liaw,  C. Y., Naik,  T., and Koh,  C. G., 2001, “Second-Order Superharmonic Wave Loading on Jack-Up Platforms,” ASCE J. Waterway, Port, Coastal Ocean Eng.,127, pp. 319–326.
Kjeoy, H., Boe, N. G., and Hysing, T., 1990, “Extreme-Response Analysis of Jack-Up Platforms,” The Jack-Up Drilling Platform. Design, Construction and Operation, Elsevier Applied Science, New York, pp. 125–154.
Recommended Practice, 1994, Recommended Practice for Site Specific Assessment of Mobile Jack-Up Units, First Edition, Technical & Research Bulletin 5-5A, The Society of Naval Architects and Marine Engineers (SNAME), Jersey City, NJ, pp. 13–18; Section of example (“go-by”) calculation for a typical jack-up.
Zheng, X. Y., and Liaw, C. Y., 2000, “Statistical Quadratization for Wave Inundation Force,” Proc. 13th KKNN Seminar on Civil Engineering, C. H. Loh, ed., National Taiwan University, Taipei, pp. 207–212.
Ho, H. C., 2000, “Second-Order Wave Spectrum Analysis of Offshore Structures,” BEng. dissertation, National University of Singapore, Singapore.

Figures

Grahic Jump Location
Fourth-order Volterra series model
Grahic Jump Location
Cuber preceded by a linear system
Grahic Jump Location
Power-spectrum of a zero-memory cubic system
Grahic Jump Location
Effect of cubic drag term (Structure B, γ=1.0, LSA)
Grahic Jump Location
Effect of cubic drag (Structure B, γ=5.0, LSA)
Grahic Jump Location
A comparison of LSA and MBA methods (Structure B, γ=1.0)
Grahic Jump Location
A comparison of LSA and MBA methods (Structure B, γ=5.0)
Grahic Jump Location
Effect of inundation force (Structure A, γ=1.0, LSA)
Grahic Jump Location
Effect of inundation force (Structure A, γ=5.0, LSA)
Grahic Jump Location
Effect of quartic drag term (Structure A, γ=1.0, LSA)
Grahic Jump Location
Effect of quartic drag term (Structure A, γ=5.0, LSA)

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