Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 409
... considered . The method is considered to be conservative and removes the requirement to conduct both a strength level analysis and a ductility level analysis . The analysis is generally performed using the response spectrum method . For ...
... considered . The method is considered to be conservative and removes the requirement to conduct both a strength level analysis and a ductility level analysis . The analysis is generally performed using the response spectrum method . For ...
Page 410
... considered . The loading combinations considered in the design of the rig were operational , wind and seismic . Under seismic load combination , no hook load was considered . However full setback load ( 600 kips ) and traveling block ...
... considered . The loading combinations considered in the design of the rig were operational , wind and seismic . Under seismic load combination , no hook load was considered . However full setback load ( 600 kips ) and traveling block ...
Page 4
... considered to be the most reliable protection . Further , the assessment will in cases of doubt ' err ' to the conservative side . This is important , as there are considerable areas of uncertainty in the impairment analysis . The ...
... considered to be the most reliable protection . Further , the assessment will in cases of doubt ' err ' to the conservative side . This is important , as there are considerable areas of uncertainty in the impairment analysis . The ...
Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects 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 maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response 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 velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power