Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 145
... values when the displacement increases from zero to a maximum positive value d , then decreases until a minimum negative value d is reached , and closes the cycle in the point correspondent to the displacement d . Resist R d d min = LN ...
... values when the displacement increases from zero to a maximum positive value d , then decreases until a minimum negative value d is reached , and closes the cycle in the point correspondent to the displacement d . Resist R d d min = LN ...
Page 184
- When the p - value for each extreme value distribution : Gumbel , Frechet and Weibull has been determined the ... values are : 1 ( similar to the Exponential distribution ) , 1.5 and 2 ( similar to the Rayleigh distribution ) : m ...
- When the p - value for each extreme value distribution : Gumbel , Frechet and Weibull has been determined the ... values are : 1 ( similar to the Exponential distribution ) , 1.5 and 2 ( similar to the Rayleigh distribution ) : m ...
Page 471
... values of response is directly proportional to the length of response time - series . Typically three hours of response is used to obtain short term extreme values in the Gulf of Mexico en- vironment . For T2 in seconds , the number of ...
... values of response is directly proportional to the length of response time - series . Typically three hours of response is used to obtain short term extreme values in the Gulf of Mexico en- vironment . For T2 in seconds , the number of ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine