Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 19
OBSERVATIONS OF THE HIGH FREQUENCY RANGE OF THE WAVE SPECTRUM M. Prevosto IFREMER , P.O. Box 70 , 29280 Plouzane , France H. E. Krogstad SINTEF Industrial Mathematics , N - 7034 Trondheim , Norway S. Barstow OCEANOR , Pir - Senteret ...
OBSERVATIONS OF THE HIGH FREQUENCY RANGE OF THE WAVE SPECTRUM M. Prevosto IFREMER , P.O. Box 70 , 29280 Plouzane , France H. E. Krogstad SINTEF Industrial Mathematics , N - 7034 Trondheim , Norway S. Barstow OCEANOR , Pir - Senteret ...
Page 181
1000 Le DOE - G DNV - I bending moment Nat toe bending moment at neck DNV - Ib Stress range ( MPa ) 100 NEN - K30 axial load secondary primary secondary stress stress stress axial load SSC - 10 wave pressure 10 100000 1000000 100000000 ...
1000 Le DOE - G DNV - I bending moment Nat toe bending moment at neck DNV - Ib Stress range ( MPa ) 100 NEN - K30 axial load secondary primary secondary stress stress stress axial load SSC - 10 wave pressure 10 100000 1000000 100000000 ...
Page 212
The equivalent stress range approach is often used ( Wirsching and Light , 1980 ) with the rainflow counting method to estimate the number of cycles to failure Ns . A number of empirical / semi - theoretical expression have been ...
The equivalent stress range approach is often used ( Wirsching and Light , 1980 ) with the rainflow counting method to estimate the number of cycles to failure Ns . A number of empirical / semi - theoretical expression have been ...
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Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |
Numerical Simulation of the WaveInduced NonLinear Bending Moment of Ships | 147 |
Copyright | |
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acceptance activities analysis applied approach assessment associated assumed blowout calculated caused combined complex consequence considered construction crack criteria damage decision defined dependent depth determined developed direction discussed distribution drilling effect elements Engineering equation equipment error estimated evaluation event example experience extreme factors failure fatigue Figure fire force frequency function given human identified important inspection installation joint limit load marine mean measures method normal objects obtained offshore operation parameters performed period phase platform possible practice prediction present pressure probability problem procedures random range reduced reference reliability reported represent response risk safety sample scenarios ship shown shows significant simulations specific spectra spectrum standard statistical strength stress structure Table uncertainty values variables wave wave height