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 458
Figure 2 and Figure 3 illustrate the process . a ) Define a set of scenarios , based on legislation , standards , codes and experience . Use them as design premises . For an existing installation base the scenarios on event analysis ...
Figure 2 and Figure 3 illustrate the process . a ) Define a set of scenarios , based on legislation , standards , codes and experience . Use them as design premises . For an existing installation base the scenarios on event analysis ...
Page 459
However , we shall strive to define scenarios with a relevant specified frequency , based on our best judgement . The advantage of a scenario ... In that way we can learn about the validity of scenarios , at least on an average basis .
However , we shall strive to define scenarios with a relevant specified frequency , based on our best judgement . The advantage of a scenario ... In that way we can learn about the validity of scenarios , at least on an average basis .
Page 460
The scenarios should represent as high as possible range of the probable events and combination of events in the area . At the same time , there is need to limit the number of scenarios related to an area . We must consider that some ...
The scenarios should represent as high as possible range of the probable events and combination of events in the area . At the same time , there is need to limit the number of scenarios related to an area . We must consider that some ...
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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