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 284
Salery Factor vs. Aobabity of Falure DISCUSSION Design of structures according to permissible stresses format may result in very different safety levels , that be conservative or non - conservative . As shown in the results from this ...
Salery Factor vs. Aobabity of Falure DISCUSSION Design of structures according to permissible stresses format may result in very different safety levels , that be conservative or non - conservative . As shown in the results from this ...
Page 298
Selecting a lifetime failure probability of 10- as the target vaue , the required safety factor for the two configurations becomes 45 both for Case I and Case III . The corresponding values for the safety factors referring to the base ...
Selecting a lifetime failure probability of 10- as the target vaue , the required safety factor for the two configurations becomes 45 both for Case I and Case III . The corresponding values for the safety factors referring to the base ...
Page 299
The resulting optimized value of the safety factor for the two object functions is shown in Table 9. The weight factors W which are applied are all equal to 0.25 . The table contains results for ( annual ) target failure probabilities ...
The resulting optimized value of the safety factor for the two object functions is shown in Table 9. The weight factors W which are applied are all equal to 0.25 . The table contains results for ( annual ) target failure probabilities ...
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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