Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
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Page 171
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT The
compliant tower type of offshore platform is a bottom-fixed structure that is
basically the same as the traditional steel "Fixed Platform." However, the
compliant tower is ...
1994 OMAE - Volume I, Offshore Technology ASME 1994 ABSTRACT The
compliant tower type of offshore platform is a bottom-fixed structure that is
basically the same as the traditional steel "Fixed Platform." However, the
compliant tower is ...
Page 39
4 COLLISION MODEL The basic equation for calculating the passing vessel
collision frequency for a platform in a specific location has the following
expression: i = l /□! *=1 /=1 where PCPP = Annual number of powered passing
vessel ...
4 COLLISION MODEL The basic equation for calculating the passing vessel
collision frequency for a platform in a specific location has the following
expression: i = l /□! *=1 /=1 where PCPP = Annual number of powered passing
vessel ...
Page 192
In the early 1980's, following significant changes in both the 100-year design
wave heights and design current velocities, Sarawak Shell Berhard (SSB)
initiated a reassessment for their Baram Delta platforms, the oldest of which was
installed ...
In the early 1980's, following significant changes in both the 100-year design
wave heights and design current velocities, Sarawak Shell Berhard (SSB)
initiated a reassessment for their Baram Delta platforms, the oldest of which was
installed ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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Common terms and phrases
added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind