Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 363
... distributions : p NR PL ( y > Y ) = [ Py ( y > Y ) [ HsTp ) 1 ° PHT ( HSTp ) ¡ ° 8 ( TR ) i ( 4 ) i = 1 ' S'p'i ' where N is the number of seastates in the approxi- mate distribution . All probability distributions in Eq . ( 4 ) are ...
... distributions : p NR PL ( y > Y ) = [ Py ( y > Y ) [ HsTp ) 1 ° PHT ( HSTp ) ¡ ° 8 ( TR ) i ( 4 ) i = 1 ' S'p'i ' where N is the number of seastates in the approxi- mate distribution . All probability distributions in Eq . ( 4 ) are ...
Page 367
distribution has often been used . An important short- coming of this distribution is that the and - γι Y , parameters are coupled through their dependence of the so - called shape parameter . In order to overcome this problem one can ...
distribution has often been used . An important short- coming of this distribution is that the and - γι Y , parameters are coupled through their dependence of the so - called shape parameter . In order to overcome this problem one can ...
Page 369
... distribution is seen to give a conservative estimate . For the moment parameter ( Fig . 8 ) , the sample is some below the Rayleigh distribution , but follows parallel in a log - linear scale . This follows from the combined skewness ...
... distribution is seen to give a conservative estimate . For the moment parameter ( Fig . 8 ) , the sample is some below the Rayleigh distribution , but follows parallel in a log - linear scale . This follows from the combined skewness ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period