Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 502
... platform ; A = displacement of platform . As the platforms is damaged and caused to be flooded , its floating state and equilibrium condition changed with . It is supposed that the flooding area does not belong to a part of platform and ...
... platform ; A = displacement of platform . As the platforms is damaged and caused to be flooded , its floating state and equilibrium condition changed with . It is supposed that the flooding area does not belong to a part of platform and ...
Page 503
... platform ; △ = displacement of platform . As the platforms is damaged and caused to be flooded , its floating state and equilibrium condition changed with . It is supposed that the flooding area does not belong to a part of platform ...
... platform ; △ = displacement of platform . As the platforms is damaged and caused to be flooded , its floating state and equilibrium condition changed with . It is supposed that the flooding area does not belong to a part of platform ...
Page 517
... platform , denoted the Suspended Tension Leg Platform ( STLP ) , is proposed . The STLP consists of an upper platform whose buoyancy exceeds its weight and a lower platform attached by tendons to the upper platform whose weight exceeds ...
... platform , denoted the Suspended Tension Leg Platform ( STLP ) , is proposed . The STLP consists of an upper platform whose buoyancy exceeds its weight and a lower platform attached by tendons to the upper platform whose weight exceeds ...
Contents
OCEAN WAVES AND CURRENT | 1 |
HYDRODYNAMIC FORCES | 69 |
17 | 90 |
Copyright | |
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added mass amplitude analysis axial behaviour boundary bubble buoy cable calculated Campos Basin coefficients compliant tower components configuration crane vessels cylinder damping model damping ratio developed direction displacement distribution domain drag coefficient drag force dynamic response effect Engineering equation estimated experimental Figure floating flow fluid heave motion hydrodynamic hydrodynamic damping installation interaction internal wave irregular waves Karunakaran length linear load matrix measured method modal mode model testing module natural frequency natural period nondimensional nonlinear obtained Ocean Offshore Structures operations oscillation parameters peak pipe pipeline platform pontoon potential predicted pressure ratio Rayleigh Rayleigh distribution resonant riser rotation second-order semisubmersible ship shown simulation spectra spectrum stiffness Stirling engine subsea surge tank technique tendon tension tethers transfer function values vector velocity velocity potential vertical vessel vibration water depth wave force wave height wave period