Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 82
Page 183
... Figure 9 will slightly over estimate reserve requirements for field sizes less than 200 MMB and production rates greater than 3,000 B / D . Based on Figure 6 , a set of curves representing lines of constant reserves per well ( i.e. ...
... Figure 9 will slightly over estimate reserve requirements for field sizes less than 200 MMB and production rates greater than 3,000 B / D . Based on Figure 6 , a set of curves representing lines of constant reserves per well ( i.e. ...
Page 387
... Figure 4 : same as figure 3 , motion amplitude 0.10 m . 3.0 4.0 2.0 Figure 6 : same as figure 5 , motion amplitude 0.20 m . on the horizontal axis . The oscillation period is 8 seconds in all cases , so that dynamic effects in the lines ...
... Figure 4 : same as figure 3 , motion amplitude 0.10 m . 3.0 4.0 2.0 Figure 6 : same as figure 5 , motion amplitude 0.20 m . on the horizontal axis . The oscillation period is 8 seconds in all cases , so that dynamic effects in the lines ...
Page 122
... Figure 1 Foundation yield surfaces and back - bone curve . 8 FLO Graphical interpretation of kinematic hardening . Consider the foundation whose yield surfaces are shown in Figure 1 . Within the inner yield surface ( f , ) , the ...
... Figure 1 Foundation yield surfaces and back - bone curve . 8 FLO Graphical interpretation of kinematic hardening . Consider the foundation whose yield surfaces are shown in Figure 1 . Within the inner yield surface ( f , ) , 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 | |
21 other sections not shown
Other editions - View all
Common terms and phrases
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