Extremes of Wave Forces
Publication: Journal of Engineering Mechanics
Volume 110, Issue 12
Abstract
Probabilistic descriptors are developed for Morison‐type wave forces. They are based on the actual distribution of these forces and on the hypothesis that wave forces follow Gaussian distributions. The Gaussian hypothesis is characteristic of analyses based on statistical linearization. Results show that this hypothesis provides unsatisfactory estimates for the peak of wave forces during design storms. Both the mean and the variance of the peak wave force can be underestimated significantly when the Gaussian hypothesis is applied. It is assumed in the analysis that the wave particle velocity process follows a Gaussian distribution.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Borgman, L. E., “Statistical Models for Ocean Waves and Wave Forces,” Advances in Hydroscience, Vol. 8, 1972, pp. 139–181.
2.
Davenport, A. G., “Note on the Distribution of the Largest Value of a Random Function with Application to Just Loading,” Proceedings, Institution of Civil Engineers, London, England, Vol. 28, 1964, pp. 187–196.
3.
Grigoriu, M., “Mean Failure Rate for Structural Systems Subjected to Time‐Dependent Loads,” presented at the June 21–25, 1982, Ninth National Congress of Applied Mechanics, held at Ithaca, N.Y.
4.
Grigoriu, M., “Dynamic Response of Offshore Platforms to Environmental Loads,” Proceedings of the 4th ASCE Specialty Conference on Probabilistic Mechanics and Structural Reliability, American Society of Civil Engineers, Jan., 1984, pp. 115–118.
5.
Grigoriu, M., “Crossings of Non‐Gaussian Translation Processes,” Journal of Engineering Mechanics, ASCE, approved for publication.
6.
Larrabee, R. D., and Cornell, C. A., “Combination of Various Load Processes,” Journal of the Structural Division, ASCE, Vol. 107, No. ST1, Paper 15999, Jan., 1981, pp. 223–239.
7.
Larrabee, R. D., “Extreme Wave Dynamics of Deepwater Platforms,” presented at the Aug., 1982, 3rd International Conference on Behavior of Offshore Structures, BOSS 82, held at Cambridge, Mass.
8.
Lin, Y. K., Probabilistic Theory of Structural Mechanics, Robert E. Krieger Publishing Company, Huntington, N.Y., 1976.
9.
Moe, G., and Crandall, S. H., “Extremes of Morison‐Type Wave Loading on Simple Pile,” Translations of the ASME, Vol. 100, Jan., 1978, pp. 100–104.
10.
Moe, G., “Long‐Term Wave Force Statistics for a Vertical Pile,” Coastal Engineering, Vol. 2, 1979, pp. 297–311.
11.
Rice, S. O., “Mathematical Analysis of Random Noise,” Bell System Technical Journal, Vol. 24, 1945, pp. 46–156.
12.
Tickell, R. G., “Continuous Random Wave Loading on Structural Members,” The Structural Engineer, Vol. 55, No. 5, May, 1977, pp. 209–222.
13.
Tickell, R. G., “The Probabilistic Approach to Wave Loading on Marine Structures,” Mechanics of Wave‐Induces Forces on Cylinders, T. L. Shaw, ed., Pitman Advanced Publishing Program, San Francisco, Calif., 1979, pp. 152–178.
14.
Tung, C. C., “Peak Distribution of Random Wave‐Current Force,” Journal of the Engineering Mechanics Division, ASCE, Vol. 100, No. EM5, Paper 10843, Oct., 1976, pp. 873–884.
15.
Vanmarcke, E. H., “Structural Response to Earthquakes,” Seismic Risk and Engineering Decisions, C. Lmnitz and E. Rosenblueth, eds., Elsevier Publishing Co., Amsterdam, The Netherlands, 1976, pp. 287–337.
16.
Veneziano, D., Grigoriu, M., and Cornell, C. A., “Vector‐Process Models for System Reliability,” Journal of the Engineering Mechanics Division, ASCE, Vol. 103, No. EM3, Paper 12981, June, 1977, pp. 441–460.
17.
Winterstein, S. R., “Combined Dynamic Responses: Extremes and Fatigue Damage,” Research Report R80‐46, Department of Civil Engineering, Massachusetts Institute of Technology, Cambridge, Mass., Dec., 1980.
Information & Authors
Information
Published In
Copyright
Copyright © 1984 ASCE.
History
Published online: Dec 1, 1984
Published in print: Dec 1984
Authors
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.