Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 114
... mean load or load range based on a given percentage of a conservatively stated break strength , will be a smaller force than the same percentage of a higher actual break strength . Consequently , the actual fatigue - loading test ...
... mean load or load range based on a given percentage of a conservatively stated break strength , will be a smaller force than the same percentage of a higher actual break strength . Consequently , the actual fatigue - loading test ...
Page 191
... mean and variance of D , HD and σp , are given by ( Keeping , 1962 ) : μ HD μ2 = exp ( μ + 1⁄2σ2 ) σ3 = μ2 ( e ° 2 − 1 ) ( 7 ) ( 8 ) Ryerson ( 1995 ) took measurements during 39 spray events on a 115 - m Coast Guard cutter in the North ...
... mean and variance of D , HD and σp , are given by ( Keeping , 1962 ) : μ HD μ2 = exp ( μ + 1⁄2σ2 ) σ3 = μ2 ( e ° 2 − 1 ) ( 7 ) ( 8 ) Ryerson ( 1995 ) took measurements during 39 spray events on a 115 - m Coast Guard cutter in the North ...
Page 260
... mean surge amplitude ; ( a ) : without current ; ( b ) with current . Tests in irregular waves The mooring line damping has also been estimated via cross- spectral analysis of the longitudinal force on the chaintable and the surge ...
... mean surge amplitude ; ( a ) : without current ; ( b ) with current . Tests in irregular waves The mooring line damping has also been estimated via cross- spectral analysis of the longitudinal force on the chaintable and the surge ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave