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 481
... display complicated variations with respect to frequen- cies . The dynamic responses of twin bodies with connections of different stiffness are calculated . The results show that for each dynamic response there always exist two peak ...
... display complicated variations with respect to frequen- cies . The dynamic responses of twin bodies with connections of different stiffness are calculated . The results show that for each dynamic response there always exist two peak ...
Page 485
... display complicated variations , αβ ' αβ with distinct peaks or jumps in the frequency range 0 < w2R / g < 2.5 . For example , when w2R / g = 1.7 , A A22 and A33 change rapidly from the local maximum values to the local negative minimum ...
... display complicated variations , αβ ' αβ with distinct peaks or jumps in the frequency range 0 < w2R / g < 2.5 . For example , when w2R / g = 1.7 , A A22 and A33 change rapidly from the local maximum values to the local negative minimum ...
Page 300
... display . GERM Maintenance Report Date of report : 12/10/90 Report ID : MNT - 209-22 Type of Defect repaired ... Display The reports serve as input to the update of the correlation matrix defined by experts . The report on a detected ...
... display . GERM Maintenance Report Date of report : 12/10/90 Report ID : MNT - 209-22 Type of Defect repaired ... Display The reports serve as input to the update of the correlation matrix defined by experts . The report on a detected ...
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