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 167
( 3 ) 30 ° Thus , the reference value Aos of the design S - N curve based on hot - spot stresses can be expressed as follows ... The nominal stress , sometimes designated as undisturbed far - field stress , is generally computed using ...
( 3 ) 30 ° Thus , the reference value Aos of the design S - N curve based on hot - spot stresses can be expressed as follows ... The nominal stress , sometimes designated as undisturbed far - field stress , is generally computed using ...
Page 182
Table 6 Stress concentration factors due to local joint geometry wetting effect is not applicable , both stress components determined in the spectral analyse have been added for each wave frequency as complex values so that the ...
Table 6 Stress concentration factors due to local joint geometry wetting effect is not applicable , both stress components determined in the spectral analyse have been added for each wave frequency as complex values so that the ...
Page 190
Stress Modelling Error ; Sources The reality is that the system reliability lies somewhere between the two bounds , as given above . Because in the TLP model , stress uncertainty will exceed strength uncertainty , and because one leg ...
Stress Modelling Error ; Sources The reality is that the system reliability lies somewhere between the two bounds , as given above . Because in the TLP model , stress uncertainty will exceed strength uncertainty , and because one leg ...
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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