Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 2
Even with the maximum likelihood method , several distributions such as the Fisher - Tippett type I have not been ... in the value of shape parameter brings forth a quite different behavior of the FT - II or the Weibull distribution .
Even with the maximum likelihood method , several distributions such as the Fisher - Tippett type I have not been ... in the value of shape parameter brings forth a quite different behavior of the FT - II or the Weibull distribution .
Page 221
TP = 1.8s H110 = 0.09m HI 10 / LP = 0.018 10 ' 10 5.10-2 5.10-2 AMPLITUDE EXCEEDANCE PROBABILITY 10-2 7-02 - apa Oooo oooo 10-2 Exponential distribution Exponential distribution 10-3 10-9 Rayleigh distribution Rayleigh distribution 10 ...
TP = 1.8s H110 = 0.09m HI 10 / LP = 0.018 10 ' 10 5.10-2 5.10-2 AMPLITUDE EXCEEDANCE PROBABILITY 10-2 7-02 - apa Oooo oooo 10-2 Exponential distribution Exponential distribution 10-3 10-9 Rayleigh distribution Rayleigh distribution 10 ...
Page 124
This stress range is modelled by a Weibull distribution 0.5 0.15 TABLE 1 : Basic variable distributions Basic Variables Distribution Initial crack size Gamma Crack initiation time Exponential Maximum crack size Fixed Life time Fixed ...
This stress range is modelled by a Weibull distribution 0.5 0.15 TABLE 1 : Basic variable distributions Basic Variables Distribution Initial crack size Gamma Crack initiation time Exponential Maximum crack size Fixed Life time Fixed ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Export Citation | BiBTeX EndNote RefMan |