Extreme Response of Floating Structures in Combined Wind and Waves

P. Teigen; A. Naess

doi:10.1115/1.1554699

Journal of Offshore Mechanics and Arctic Engineering | Volume 125 | Issue 2 | TECHNICAL PAPERS

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TECHNICAL PAPERS

Extreme Response of Floating Structures in Combined Wind and Waves

P. Teigen and A. Naess

[+] 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

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Figures

Computer mesh of the submerged part of the TLP

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Comparison of the cos^s(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: H_s=10 m,T_p=11 sec, and V_w=28 m/sec

View Large | Save Figure | Download Slide (.ppt)

Comparison of probability density function for TLP surge response in a combination of wind and waves. NPD wind spectrum: H_s=10 m,T_p=11 sec, and V_w=28 m/sec

View Large | Save Figure | Download Slide (.ppt)

Logarithmic plot of probability density functions for TLP surge response in a combination of wind and waves: Davenport wind spectrum. H_s=10 m,T_p=11 sec, and V_w=28 m/sec

View Large | Save Figure | Download Slide (.ppt)

Logarithmic plot of probability density functions for TLP surge response in a combination of wind and waves: NPD wind spectrum. H_s=10 m,T_p=11 sec, and V_w=28 m/sec

View Large | Save Figure | Download Slide (.ppt)

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Teigen PP, Naess AA. Extreme Response of Floating Structures in Combined Wind and Waves. ASME. J. Offshore Mech. Arct. Eng. 2003;125(2):87-93. doi:10.1115/1.1554699.

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Extreme Response of Floating Structures in Combined Wind and Waves

References

Figures

Computer mesh of the submerged part of the TLP

Comparison of the cos^s(θ−θ₀) spreading function for various choices of s

Sensitivity of mean surge offset to number of wave headings used in discretization of angular cosine distribution

Sensitivity of standard deviation of linear surge motion to number of wave headings used in discretization of angular cosine distribution

Sensitivity of standard deviation of low frequency surge motion to number of wave headings used in discretization of angular cosine distribution

Comparison of probability density function for TLP surge response in a combination of wind and waves, Davenport wind spectrum: H_s=10 m,T_p=11 sec, and V_w=28 m/sec

Comparison of probability density function for TLP surge response in a combination of wind and waves. NPD wind spectrum: H_s=10 m,T_p=11 sec, and V_w=28 m/sec

Logarithmic plot of probability density functions for TLP surge response in a combination of wind and waves: Davenport wind spectrum. H_s=10 m,T_p=11 sec, and V_w=28 m/sec

Logarithmic plot of probability density functions for TLP surge response in a combination of wind and waves: NPD wind spectrum. H_s=10 m,T_p=11 sec, and V_w=28 m/sec

Tables

Errata

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Extreme Response of Floating Structures in Combined Wind and Waves

References

Figures

Computer mesh of the submerged part of the TLP

Comparison of the coss(θ−θ0) spreading function for various choices of s

Sensitivity of mean surge offset to number of wave headings used in discretization of angular cosine distribution

Sensitivity of standard deviation of linear surge motion to number of wave headings used in discretization of angular cosine distribution

Sensitivity of standard deviation of low frequency surge motion to number of wave headings used in discretization of angular cosine distribution

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

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

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

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

Tables

Errata

Discussions

Related Content

Journals

Conference Proceedings

eBooks

Comparison of the cos^s(θ−θ₀) spreading function for various choices of s

Comparison of probability density function for TLP surge response in a combination of wind and waves, Davenport wind spectrum: H_s=10 m,T_p=11 sec, and V_w=28 m/sec

Comparison of probability density function for TLP surge response in a combination of wind and waves. NPD wind spectrum: H_s=10 m,T_p=11 sec, and V_w=28 m/sec

Logarithmic plot of probability density functions for TLP surge response in a combination of wind and waves: Davenport wind spectrum. H_s=10 m,T_p=11 sec, and V_w=28 m/sec

Logarithmic plot of probability density functions for TLP surge response in a combination of wind and waves: NPD wind spectrum. H_s=10 m,T_p=11 sec, and V_w=28 m/sec