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 55
... FIELD Yu - cheng Li and Ning - chuan Zhang Department of Civil Engineering Dalian University of Technology Dalian , China Table 1 Combination of Model Test * JONSWAP spectrum was. 1994 OMAE - Volume I , Offshore Technology ASME 1994 ...
... FIELD Yu - cheng Li and Ning - chuan Zhang Department of Civil Engineering Dalian University of Technology Dalian , China Table 1 Combination of Model Test * JONSWAP spectrum was. 1994 OMAE - Volume I , Offshore Technology ASME 1994 ...
Page 65
... field condition for unsteady potential can be expressed as ( 13 ) 20-01 ) - ikp ( 0 ) ( 0-1 ) →→ 0 ar · as roo By means of the expansion in ( 8 ) and ( 12a ) the far field condition for different order of potentials can be obtained as ...
... field condition for unsteady potential can be expressed as ( 13 ) 20-01 ) - ikp ( 0 ) ( 0-1 ) →→ 0 ar · as roo By means of the expansion in ( 8 ) and ( 12a ) the far field condition for different order of potentials can be obtained as ...
Page 265
... field is slowly varying in comparison with the wave field . With the use of the dispersion relation , an equation is derived for the wave number that also depends on the current velocity field . Imposing the condition of irrotationality ...
... field is slowly varying in comparison with the wave field . With the use of the dispersion relation , an equation is derived for the wave number that also depends on the current velocity field . Imposing the condition of irrotationality ...
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 |
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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