Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American 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 applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind