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 68
... indicated as : 34 2 g2 f , 2 ) ( SFM ) = 2iwp | √ SFM √ √ SPM 94 , ds iw2p - ( 0 % ( 1 ) 2 d + FM ( 1 ) ( 1 ) 2 ... indicate slightly larger values than the numerical values , both results show a good cor- relation . Especially , it ...
... indicated as : 34 2 g2 f , 2 ) ( SFM ) = 2iwp | √ SFM √ √ SPM 94 , ds iw2p - ( 0 % ( 1 ) 2 d + FM ( 1 ) ( 1 ) 2 ... indicate slightly larger values than the numerical values , both results show a good cor- relation . Especially , it ...
Page 119
... indicate the rate of convergence . The in- ner portion of the free surface is represented by 4928 panels , with a partition radius b = 111.6m defining the outer boundary of this domain . One quadrant of the resulting discretization is ...
... indicate the rate of convergence . The in- ner portion of the free surface is represented by 4928 panels , with a partition radius b = 111.6m defining the outer boundary of this domain . One quadrant of the resulting discretization is ...
Page 295
... indicate that the inaccuracies in the pitch response determined from strip theory are less important for large structures which behave as a ' single ' structure , rather than one whose response is primarily composed of connected smaller ...
... indicate that the inaccuracies in the pitch response determined from strip theory are less important for large structures which behave as a ' single ' structure , rather than one whose response is primarily composed of connected smaller ...
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