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 539
Pico = Pr { X SXR100 ) = 11 = 0.9999965777 100 * 365.25 * 8 A rigorous method for assessing the quality of fit for the largest values would be to compare the marginal extremes , for some return period TR obtained from both fitting an ...
Pico = Pr { X SXR100 ) = 11 = 0.9999965777 100 * 365.25 * 8 A rigorous method for assessing the quality of fit for the largest values would be to compare the marginal extremes , for some return period TR obtained from both fitting an ...
Page 540
Sensitivity studies were performed to assess the effects of varying the significant wave height , zero - up - crossing period , wind speed , and current speed . This demonstrated the responses were small for currents , and significant ...
Sensitivity studies were performed to assess the effects of varying the significant wave height , zero - up - crossing period , wind speed , and current speed . This demonstrated the responses were small for currents , and significant ...
Page 541
As a result the 50 year retum period design event environmental variables were defined as : function to solve for 0 [ P , T ' ( x ) ] where in this case N > Hs significant wave height wind speed current speed U , 15.02m 33.0m / s 1.0m ...
As a result the 50 year retum period design event environmental variables were defined as : function to solve for 0 [ P , T ' ( x ) ] where in this case N > Hs significant wave height wind speed current speed U , 15.02m 33.0m / s 1.0m ...
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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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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1995 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791813088, 9780791813089 |
| Export Citation | BiBTeX EndNote RefMan |