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 338
X X G , YG , 26 a Bij : Rigid - body motions in ' i ' mode of oscillations : Origin of the structure reference system : Angle between current direction and X axis : Direction cosine used for transferring co - ordinates from wave ...
X X G , YG , 26 a Bij : Rigid - body motions in ' i ' mode of oscillations : Origin of the structure reference system : Angle between current direction and X axis : Direction cosine used for transferring co - ordinates from wave ...
Page 386
This estimate should be based on available experimental data as published in for instance References 1 through 5 . In order to get the dragon riser section of N elements the coefficient for one single element should be multiplied ...
This estimate should be based on available experimental data as published in for instance References 1 through 5 . In order to get the dragon riser section of N elements the coefficient for one single element should be multiplied ...
Page 410
The knowledge of the instantaneous elements ' positions relative to a reference point enables the magnitude of ... This paper describes the development of the rotating array based on the original work given in the references [ 8,9 ] .
The knowledge of the instantaneous elements ' positions relative to a reference point enables the magnitude of ... This paper describes the development of the rotating array based on the original work given in the references [ 8,9 ] .
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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 applied approach array axial barge beam bending buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damping defined depth determined developed direction displacement distribution drag dynamic effects element Engineering equation estimated extreme factor fatigue Figure flexible riser flow force frequency function geometry given height important increase interaction length linear load marine mass matrix maximum mean measured method mode mooring motion natural Non-dim nonlinear normal obtained offshore operation parameters performed period phase pile platform position Potential predicted present problem production programs ratio REFERENCES relative represents respectively response riser rotating seas selection ship shown shows simulation soil solution static stiffness strain stress structure surface Table tension tests values vector vertical vessel wave wind