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 419
... operation . These are then to be targeted by risk reduction measures and the risks are to be re - evaluated . For a dropped object risk analyses , for example , the first pass analysis represents summation of the frequencies of ...
... operation . These are then to be targeted by risk reduction measures and the risks are to be re - evaluated . For a dropped object risk analyses , for example , the first pass analysis represents summation of the frequencies of ...
Page 424
... operation should continue or not had to be taken . Crane personnel are made aware of dominant risk . This was ... operation . Probability of failure of 10 could be applied to major damage of the GBS , deck or platform for each operation ...
... operation should continue or not had to be taken . Crane personnel are made aware of dominant risk . This was ... operation . Probability of failure of 10 could be applied to major damage of the GBS , deck or platform for each operation ...
Page 436
... operation . The pumps of the ROVS were used only for pumping water out of the caissons . The maximum differential negative pressure reached was 25 KPa . It must be noted that retrieval operation of templates would have been possible by ...
... operation . The pumps of the ROVS were used only for pumping water out of the caissons . The maximum differential negative pressure reached was 25 KPa . It must be noted that retrieval operation of templates would have been possible by ...
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