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 316
... response from each simulation will in turn be a realization of the response process for the environmental and loading conditions selected . Response statistics , spectra and distributions may therefore be estimated from the simulation ...
... response from each simulation will in turn be a realization of the response process for the environmental and loading conditions selected . Response statistics , spectra and distributions may therefore be estimated from the simulation ...
Page 333
... response functions . In the experiment the model mooring line was oscillated randomly . Both the motion and tension on the upper end of mooring line were measured and recorded . Then the frequency response functions were analyzed from ...
... response functions . In the experiment the model mooring line was oscillated randomly . Both the motion and tension on the upper end of mooring line were measured and recorded . Then the frequency response functions were analyzed from ...
Page 350
... response will be equally strong at both incident peak frequencies . The measured data show that in fact this response is strongest at the higher of the two frequencies , and in fact , the measured variance ( 130.59 in2 / s2 ) is nearly ...
... response will be equally strong at both incident peak frequencies . The measured data show that in fact this response is strongest at the higher of the two frequencies , and in fact , the measured variance ( 130.59 in2 / s2 ) is nearly ...
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