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

Author:

Zheng Xiang Yuan1,Liaw Chih Young1

Affiliation:

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

Abstract

Instead of a Volterra-series based method, a method based on Price’s theorem and Fourier Transforms is proposed for evaluating the nonlinear response power spectra of fixed offshore structures modeled as finite-memory systems. The numerical computation effort required for spectral estimations using the proposed method is significantly less than that of the Volterra-series method that requires multi-dimensional integrations. Nonlinear frequency-domain analyses of two jack-up platform structures are carried out to study the effects of inundation, cubic and quartic drag terms and polynomialization methods.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference25 articles.

1. 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.

2. 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.

3. 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.

4. Borgman, L. E., 1969, “Ocean Wave Simulation for Engineering Design,” Journal of Waterways and Harbours Division, Proceedings of ASCE, 95(WW4), pp. 557–583.

5. 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.

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