Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 417
Abstract Quantitative Risk Analysis (QRA) is regarded as an excellent tool to
identify the risk in offshore construction projects. This tool is particularly suited to
evaluate the potential of different strategies to reduce the risk in the construction ...
Abstract Quantitative Risk Analysis (QRA) is regarded as an excellent tool to
identify the risk in offshore construction projects. This tool is particularly suited to
evaluate the potential of different strategies to reduce the risk in the construction ...
Page 91
design wave analysis, while linear irregular wave theory is used in the stochastic
analysis, in lack of alternatives. If a nonlinear wave theory is employed in the
stochastic analysis the consistency will definitely be improved. However, the
results ...
design wave analysis, while linear irregular wave theory is used in the stochastic
analysis, in lack of alternatives. If a nonlinear wave theory is employed in the
stochastic analysis the consistency will definitely be improved. However, the
results ...
Page 264
A task analysis of the IRM problem for fixed offshore structures has determined
the basic procedures in carrying out maintenance of an offshore structure. This is
outlined below with the principal components and their roles (see Figure 1). 1.
A task analysis of the IRM problem for fixed offshore structures has determined
the basic procedures in carrying out maintenance of an offshore structure. This is
outlined below with the principal components and their roles (see Figure 1). 1.
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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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