Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 71
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 | |
25 other sections not shown
Other editions - View all
Common terms and phrases
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