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 51
ABSTRACT The problems involved with the use of parametric models to describe the long - term behaviour of the significant wave height are discussed . In particular , it is shown that the usual understanding of “ good fit ” does not ...
ABSTRACT The problems involved with the use of parametric models to describe the long - term behaviour of the significant wave height are discussed . In particular , it is shown that the usual understanding of “ good fit ” does not ...
Page 217
Zhao ( 1995 ) discussed the issue in detail elsewhere . In summary , this study considers two sources of uncertainty in NDI . For ultrasonic NDI , the crack detectability is considered to have a lognormal distribution with a mean of ...
Zhao ( 1995 ) discussed the issue in detail elsewhere . In summary , this study considers two sources of uncertainty in NDI . For ultrasonic NDI , the crack detectability is considered to have a lognormal distribution with a mean of ...
Page 420
Obviously there will be several fundamental issues regarding the safety assessment which should be discussed and clarified prior to work with forming the criteria begins : • Extreme variable exposure of risk within different groups ...
Obviously there will be several fundamental issues regarding the safety assessment which should be discussed and clarified prior to work with forming the criteria begins : • Extreme variable exposure of risk within different groups ...
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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