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 229
... Phase Tests : Second Phase Tests Gopalkrishnan ( 1993 ) ยท : Re = 10,000 0.3 0.2 0.1 sudden phase shift was also shown to be associated with a significant jump in force amplitude , hence the comparison with a mechanical oscillator . An ...
... Phase Tests : Second Phase Tests Gopalkrishnan ( 1993 ) ยท : Re = 10,000 0.3 0.2 0.1 sudden phase shift was also shown to be associated with a significant jump in force amplitude , hence the comparison with a mechanical oscillator . An ...
Page 328
... phase assumption , i.e. , ( t ) = wet + ( also a least - square fit to the measured phase ) . The results from analysis of one half - cycle for KC = 19.3 are shown in Figure 3. The measured and predicted lift force traces are plotted on ...
... phase assumption , i.e. , ( t ) = wet + ( also a least - square fit to the measured phase ) . The results from analysis of one half - cycle for KC = 19.3 are shown in Figure 3. The measured and predicted lift force traces are plotted on ...
Page 5
... phases was established . In the definition of accidental loads , the return period of design accidental loads were reduced for the temporary phases from what they were in the permanent phase , by the ratio of dur- ation of the phases ...
... phases was established . In the definition of accidental loads , the return period of design accidental loads were reduced for the temporary phases from what they were in the permanent phase , by the ratio of dur- ation of the phases ...
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