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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Results 1-3 of 75
Page 428
... maximum collision force , maximum base shear and maximum overturning moment all occur at the end of phase 1 of the impact , while the maximum bending moments in the upper part of the main column occur at the end of phase 2 . The Effect ...
... maximum collision force , maximum base shear and maximum overturning moment all occur at the end of phase 1 of the impact , while the maximum bending moments in the upper part of the main column occur at the end of phase 2 . The Effect ...
Page 1
... Maximum crest height a11 / 3 Average of the highest one - third of trough amplitudes Maximum trough amplitude atmar The present study aims at a characterization of extreme waves occurrence and at the detection of waves ( " freak waves ...
... Maximum crest height a11 / 3 Average of the highest one - third of trough amplitudes Maximum trough amplitude atmar The present study aims at a characterization of extreme waves occurrence and at the detection of waves ( " freak waves ...
Page 6
... maximum wave of each record : the crest and crest front steepness of the maximum crest , the trough steepness of the maximum trough and the wave steepness of the maximum down - zero - crossing wave height . For the different steepnesses ...
... maximum wave of each record : the crest and crest front steepness of the maximum crest , the trough steepness of the maximum trough and the wave steepness of the maximum down - zero - crossing wave height . For the different steepnesses ...
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