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 105
... vertical circular - cylinder that extends to the sea floor . In this approach , the development of the flow can be obtained by a time - stepping procedure , in which the velocity potential of the flow at any instant of time is obtained ...
... vertical circular - cylinder that extends to the sea floor . In this approach , the development of the flow can be obtained by a time - stepping procedure , in which the velocity potential of the flow at any instant of time is obtained ...
Page 221
... vertical stillwater and wave bending moments of con- tainerships are considered as loads . The partial safety factors are determined on the basis of reliability analysis , ie the sum of the design values of the loads will not exceed a ...
... vertical stillwater and wave bending moments of con- tainerships are considered as loads . The partial safety factors are determined on the basis of reliability analysis , ie the sum of the design values of the loads will not exceed a ...
Page 227
... vertical stillwater bending and strength moments as function parameter The 95 % confidence limits ( vertical lines through the sample points ) in Figs . 7 and 9 nearly vanish . It was thus not necessary to consider additional ships to ...
... vertical stillwater bending and strength moments as function parameter The 95 % confidence limits ( vertical lines through the sample points ) in Figs . 7 and 9 nearly vanish . It was thus not necessary to consider additional ships to ...
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