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 51
... simulation can be in sequence , in small batches , and in gross . Using the first - order wave simulation as an example , straightforward cosine function summation and ARMA models are sequential simulation methods , the hybrid of DFT ...
... simulation can be in sequence , in small batches , and in gross . Using the first - order wave simulation as an example , straightforward cosine function summation and ARMA models are sequential simulation methods , the hybrid of DFT ...
Page 317
... simulation may be carried out for this purpose . The bending moment was chosen for the tensioned riser case as it gives the principle dynamic contribution to the riser stresses . Fig . 2 shows the standard deviation and the expected 3 ...
... simulation may be carried out for this purpose . The bending moment was chosen for the tensioned riser case as it gives the principle dynamic contribution to the riser stresses . Fig . 2 shows the standard deviation and the expected 3 ...
Page 350
... simulation seems to be allowing the buoy to leave the water surface . are For the DDIOH72 heave velocity simulation , KBLDYN predicts that the response will be equally strong at both incident peak frequencies . The measured data show ...
... simulation seems to be allowing the buoy to leave the water surface . are For the DDIOH72 heave velocity simulation , KBLDYN predicts that the response will be equally strong at both incident peak frequencies . The measured data show ...
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