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 . min Resist R max = N ...
... 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 . min Resist R max = N ...
Page 184
... value related to the three hour storm duration . Hence , making a conclusion regarding the characteristic largest of 20 values , or the 95 - percentile from the extreme value distribution . Assuming an underlying Weibull distribution ...
... value related to the three hour storm duration . Hence , making a conclusion regarding the characteristic largest of 20 values , or the 95 - percentile from the extreme value distribution . Assuming an underlying Weibull distribution ...
Page 471
... values in the Gulf of Mexico en- vironment . For T2 in seconds , the number of extreme values in three hours duration are N = 10800 Tz ( 5 ) In order to plot the data , a probability must be assigned to each data point . To do this ...
... values in the Gulf of Mexico en- vironment . For T2 in seconds , the number of extreme values in three hours duration are N = 10800 Tz ( 5 ) In order to plot the data , a probability must be assigned to each data point . To do this ...
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine