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 239
For each couple of joints i and k , and for each variable Bi , the degree of dependence x is assumed as a function of the ... The checks are intended to make a comparison between local , geometric , and loading features ( e.g. , joint ...
For each couple of joints i and k , and for each variable Bi , the degree of dependence x is assumed as a function of the ... The checks are intended to make a comparison between local , geometric , and loading features ( e.g. , joint ...
Page 241
Joints to be inspected Following the methodology , it is possible to identify the topological characteristics and the ... thus providing poor new information ; the correlation existing between the not inspected joint and the inspected ...
Joints to be inspected Following the methodology , it is possible to identify the topological characteristics and the ... thus providing poor new information ; the correlation existing between the not inspected joint and the inspected ...
Page 244
2.8 -2.8 26 2.6 -2.4 -2.4 2025 -2.2 0 20-25 O 15-20 O 15 20 2 Original safety Index of the not Inspected joint 10 15 2.2 +2 Original safety index of the not1.8 inspected joint +1.6 1 10 15 1.8 5-10 1.6 5 10 005 O 0-5 -1.4 -1.4 1.2 1.2 1 ...
2.8 -2.8 26 2.6 -2.4 -2.4 2025 -2.2 0 20-25 O 15-20 O 15 20 2 Original safety Index of the not Inspected joint 10 15 2.2 +2 Original safety index of the not1.8 inspected joint +1.6 1 10 15 1.8 5-10 1.6 5 10 005 O 0-5 -1.4 -1.4 1.2 1.2 1 ...
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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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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