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 83
Page 138
... compared , qualitatively , to the recorded structural stress in Fig . 6 ( a ) . They are not comparable on an absolute scale , since the synthetic record , after being normalized by 1/2 pDC , is in ft3 / s2 and the actual record is in ...
... compared , qualitatively , to the recorded structural stress in Fig . 6 ( a ) . They are not comparable on an absolute scale , since the synthetic record , after being normalized by 1/2 pDC , is in ft3 / s2 and the actual record is in ...
Page 160
... compared in Figs . 8 ( a ) and ( b ) . Figure 8 ( a ) compares the leg wall thicknesses calculated with the Quickwave approach compared with the rigorous methods . The location of the corner leg is shown at right , and was the main leg ...
... compared in Figs . 8 ( a ) and ( b ) . Figure 8 ( a ) compares the leg wall thicknesses calculated with the Quickwave approach compared with the rigorous methods . The location of the corner leg is shown at right , and was the main leg ...
Page 317
... compared to results from a consistent time domain simulation . Key parameters from the two time series are compared in Table 1. The time interval shown contains the largest extremes for these two simulated time series . The overall ...
... compared to results from a consistent time domain simulation . Key parameters from the two time series are compared in Table 1. The time interval shown contains the largest extremes for these two simulated time series . The overall ...
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