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 445
Equipment treated like compact objects can be for example different types of BOP's . The weight of these objects may vary from 50-250 tones . The objects weight makes them a large contributor to the total risk level regarding subsea ...
Equipment treated like compact objects can be for example different types of BOP's . The weight of these objects may vary from 50-250 tones . The objects weight makes them a large contributor to the total risk level regarding subsea ...
Page 447
Time before achieving currents velocity will therefore be relatively small for the compact objects compared to total time used to reach the seabed . For the pipe the effect of the current will be smaller since the sinking time is less ...
Time before achieving currents velocity will therefore be relatively small for the compact objects compared to total time used to reach the seabed . For the pipe the effect of the current will be smaller since the sinking time is less ...
Page 448
P ( water drop ) = Probability of dropped object falling into sea , given that object is dropped P ( area water ) ... Number of handled objects with the crane and derrick are divided into three groups : pipes , box shaped objects and ...
P ( water drop ) = Probability of dropped object falling into sea , given that object is dropped P ( area water ) ... Number of handled objects with the crane and derrick are divided into three groups : pipes , box shaped objects and ...
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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