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 35
Note that this distribution corresponds to the wave height resulting from a random reference event , that is , we assume that the cdf of a random wave height is ( 1 ) . The fitting of the above family can be done either by using all ...
Note that this distribution corresponds to the wave height resulting from a random reference event , that is , we assume that the cdf of a random wave height is ( 1 ) . The fitting of the above family can be done either by using all ...
Page 172
This results in the following characteristic values : - Standard deviation of logarithmic fatigue strength ( N / mm2 ) : = 0.099 - Fatigue strength reference value for Ps = 97.7 % : AonR = 63.8 N / mm2 Due to the large misalignment ...
This results in the following characteristic values : - Standard deviation of logarithmic fatigue strength ( N / mm2 ) : = 0.099 - Fatigue strength reference value for Ps = 97.7 % : AonR = 63.8 N / mm2 Due to the large misalignment ...
Page 181
... curve Ib + SCF = 2.65 1.064 1.000+ NEN Two slope , K30 class 0.857 0.994 SSC One slope , detail 30 + SCF = 1.2 0.929 0.750 - reference value for all design curves , # - reference value for two - slope mean curves ...
... curve Ib + SCF = 2.65 1.064 1.000+ NEN Two slope , K30 class 0.857 0.994 SSC One slope , detail 30 + SCF = 1.2 0.929 0.750 - reference value for all design curves , # - reference value for two - slope mean curves ...
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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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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 |