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 181
Having determined the loading components the next step was the determination of the stress components . The global bending produces the axial stresses in longitudinals . These stresses are referred to as the primary ( far field ) ...
Having determined the loading components the next step was the determination of the stress components . The global bending produces the axial stresses in longitudinals . These stresses are referred to as the primary ( far field ) ...
Page 255
334-353 . and assuming that the n matrix is non - singular , i.e. there are at least as many equations n as unknown parameters q , the â vector is from the ' normal equations ' uniquely determined by A q - dimensional normal regression ...
334-353 . and assuming that the n matrix is non - singular , i.e. there are at least as many equations n as unknown parameters q , the â vector is from the ' normal equations ' uniquely determined by A q - dimensional normal regression ...
Page 528
First a global analysis of the ship is performed to determine the distribution of loadings through the length of the ship . ... and the boundary conditions / loadings to be imposed on the ship section determined from the previous step .
First a global analysis of the ship is performed to determine the distribution of loadings through the length of the ship . ... and the boundary conditions / loadings to be imposed on the ship section determined from the previous step .
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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