Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 373
... arrangement The premises adopted for the study of the arrangements were the following : • unique and continuous reservoir ; and . regular drainage grid . subsea Pipeline - Ending Manifold ( PLEM ) , to be installed at 200 m ( 656 ft ) ...
... arrangement The premises adopted for the study of the arrangements were the following : • unique and continuous reservoir ; and . regular drainage grid . subsea Pipeline - Ending Manifold ( PLEM ) , to be installed at 200 m ( 656 ft ) ...
Page 232
... Arrangement Strut Lower Hull Fig.4 Side Force Structural reliability analysis is carried out under severe beam seas for a large SSC with displace- ment of about 3500 tons . The rough arrangement of the subject ship ( Loa x B x D = 61.5 ...
... Arrangement Strut Lower Hull Fig.4 Side Force Structural reliability analysis is carried out under severe beam seas for a large SSC with displace- ment of about 3500 tons . The rough arrangement of the subject ship ( Loa x B x D = 61.5 ...
Page 335
... arrangement in an offshore installation can influence explosion pressure build up is usefull for evaluating design criterias or to suggest changes in the arrange- ment of equipment to mitigate maximum explosion loads . As an example ...
... arrangement in an offshore installation can influence explosion pressure build up is usefull for evaluating design criterias or to suggest changes in the arrange- ment of equipment to mitigate maximum explosion loads . As an example ...
Contents
VORTEX SHEDDING AND VIBRATION | 187 |
OCEAN WAVES AND CURRENT | 209 |
COMPUTATIONAL METHODS | 247 |
Copyright | |
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added mass amplitude analysis approximately average body boundary condition cable calculated circular cylinder components computed correlation density diffraction displacement distribution drag coefficient dynamic effects Ekofisk Engineering experimental field Figure finite element floating flow fluid free surface frequency domain function Green function horizontal hydrodynamic hydrodynamic forces incident wave integral equation irregular waves length lift force linear load low-frequency matrix maximum measured method mode mode shapes mooring motion natural frequency nonlinear obtained Ocean Offshore Structures OMAE open boundary oscillation parameters phase velocity platform predicted present pressure problem random waves ratio response Reynolds number riser Sarpkaya seabed second-order ship simulation small forward solitary wave solution spectral spectrum stiffness surge tank tanker tension tether theory transverse values vector velocity potential vertical vessel vibration vortex vortices water depth wave drift damping wave forces wave height wave profile