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TECHNICAL PAPERS

Extreme Response of Floating Structures in Combined Wind and Waves

[+] Author and Article Information
P. Teigen

Statoil Research Centre, Trondheim, Norway

A. Naess

Department of Structural Engineering, Norwegian University of Science and Technology, Trondheim, Norway

J. Offshore Mech. Arct. Eng 125(2), 87-93 (Apr 16, 2003) (7 pages) doi:10.1115/1.1554699 History: Received July 01, 2001; Revised October 01, 2001; Online April 16, 2003
Copyright © 2003 by ASME
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References

Figures

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Computer mesh of the submerged part of the TLP
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Comparison of the coss(θ−θ0) spreading function for various choices of s
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Sensitivity of mean surge offset to number of wave headings used in discretization of angular cosine distribution
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Sensitivity of standard deviation of linear surge motion to number of wave headings used in discretization of angular cosine distribution
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Sensitivity of standard deviation of low frequency surge motion to number of wave headings used in discretization of angular cosine distribution
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Comparison of probability density function for TLP surge response in a combination of wind and waves, Davenport wind spectrum: Hs=10 m,Tp=11 sec, and Vw=28 m/sec
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Comparison of probability density function for TLP surge response in a combination of wind and waves. NPD wind spectrum: Hs=10 m,Tp=11 sec, and Vw=28 m/sec
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Logarithmic plot of probability density functions for TLP surge response in a combination of wind and waves: Davenport wind spectrum. Hs=10 m,Tp=11 sec, and Vw=28 m/sec
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Logarithmic plot of probability density functions for TLP surge response in a combination of wind and waves: NPD wind spectrum. Hs=10 m,Tp=11 sec, and Vw=28 m/sec

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