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 291
... module VLFS which is 100 m wide and 500 m long . Each 100 m x 100 m module represents a conventional semisubmersible ... modules must be designed . NOMENCLATURE Bs C = wetted surface = sectional buoyancy force b - width of waterplane Cf ...
... module VLFS which is 100 m wide and 500 m long . Each 100 m x 100 m module represents a conventional semisubmersible ... modules must be designed . NOMENCLATURE Bs C = wetted surface = sectional buoyancy force b - width of waterplane Cf ...
Page 295
... modules is quite clear . For the rigid connector , however , the individual modules are not obvious because the motion is predominantly that of a rigid body . The vertical deflection for the hinge model is shown in Fig . 6 as a function ...
... modules is quite clear . For the rigid connector , however , the individual modules are not obvious because the motion is predominantly that of a rigid body . The vertical deflection for the hinge model is shown in Fig . 6 as a function ...
Page 454
... modules at the sides have to be neutrally buoyant , the module at the bottom can be quite large and can weigh up to 40 tons in water . The modules can be pressure resistant 1 atm . chambers or wet and open to the ambient . The 1 atm .
... modules at the sides have to be neutrally buoyant , the module at the bottom can be quite large and can weigh up to 40 tons in water . The modules can be pressure resistant 1 atm . chambers or wet and open to the ambient . The 1 atm .
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