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 16
a a ' = 0,5 +0,6 x , = 0 , * - + ܘܛܸ that is , the estimated residuals are almost zero and so the predictions do not differ from the optimal interpolation of a missing value , as shown in figure 13 . C , b , 8 a a ' = 0,5 , +0,44 » ...
a a ' = 0,5 +0,6 x , = 0 , * - + ܘܛܸ that is , the estimated residuals are almost zero and so the predictions do not differ from the optimal interpolation of a missing value , as shown in figure 13 . C , b , 8 a a ' = 0,5 , +0,44 » ...
Page 359
Figure B4 is an example of an early CBA plot of costs / benefits against the ICAF value for identified options . ... Returns dors : 28 Statistical Lives Saved DH A FI O I B G E Options FIGURE BI COST - BENEFIT RELATIONSHIP FIGURE B2 ...
Figure B4 is an example of an early CBA plot of costs / benefits against the ICAF value for identified options . ... Returns dors : 28 Statistical Lives Saved DH A FI O I B G E Options FIGURE BI COST - BENEFIT RELATIONSHIP FIGURE B2 ...
Page 504
[ organizational hardwaro causas procedural . causos onvironmental causos causas design team errors due to FIGURE 8 ... These errors could be attributed to organization , hardware , and / or software errors ( Figures 5 through 7 ) .
[ organizational hardwaro causas procedural . causos onvironmental causos causas design team errors due to FIGURE 8 ... These errors could be attributed to organization , hardware , and / or software errors ( Figures 5 through 7 ) .
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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