Extreme Response of Nonlinear Ocean Structures: Identification of Minimal Stochastic Wave Input for Time-Domain Simulation

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Abstract/Contents

Abstract: The wave loads on complex ocean structures typically vary nonlinearly with the wave elevation. For these nonlinear ocean structures, time-domain simulation remains on of the few general techniques for estimating response statistics under random wave loads. The major drawback of time-domain simulation lies in its computational expense. We here critically evaluate strategies to identify minimal portions of stochastic wave input to form reliable extreme response estimates of nonlinear ocean structures.

Type of resource	text
Date created	July 1996

Author	Torhaug, R.
Author	Winterstein, S. R.

Location	https://purl.stanford.edu/jc562qv5910

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License: This work is licensed under a Creative Commons Attribution 3.0 Unported license (CC BY).

Preferred Citation: Torhaug, R. and Winterstein, S. R.. (1996). Extreme Response of Nonlinear Ocean Structures: Identification of Minimal Stochastic Wave Input for Time-Domain Simulation. Reliability of Marine Structures Program Technical Report RMS-23. Stanford Digital Repository. Available at: http://purl.stanford.edu/jc562qv5910

Reliability of Marine Structures Program

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