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 101
This maxima sample is compared to the maxima sample from the complete simulated time series in Fig . 5 ( left ) . The n maxima from the complete simulation are sorted in ascending order : For the maxima sample from the simulated ...
This maxima sample is compared to the maxima sample from the complete simulated time series in Fig . 5 ( left ) . The n maxima from the complete simulation are sorted in ascending order : For the maxima sample from the simulated ...
Page 223
On the other hand , analysis at system level , which deals with the reliability of complete structures and assemblies in multiple failure modes , has not yet made a significant impact on offshore structural engineering .
On the other hand , analysis at system level , which deals with the reliability of complete structures and assemblies in multiple failure modes , has not yet made a significant impact on offshore structural engineering .
Page 230
Theoretically , however , in order to evaluate the reliability of the complete structure , all failure paths need to be identified and their contributions towards the overall system reliability calculated . A.6 Overall ( structural ) ...
Theoretically , however , in order to evaluate the reliability of the complete structure , all failure paths need to be identified and their contributions towards the overall system reliability calculated . A.6 Overall ( structural ) ...
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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 | |
7 other sections not shown
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Common terms and phrases
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