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 146
... tower dynamic responses and applied loads , respectively , can be realized if the dynamic wind loads with waves are used instead of static wind load superimposed to the wave responses . By excluding the admittance function , dynamic tower ...
... tower dynamic responses and applied loads , respectively , can be realized if the dynamic wind loads with waves are used instead of static wind load superimposed to the wave responses . By excluding the admittance function , dynamic tower ...
Page 175
... tower is a first iteration design with- out any particular attempts at optimization . Several of the unique characteristics that are believed to be sig- nificant in the mild environment tower are already evident here even without ...
... tower is a first iteration design with- out any particular attempts at optimization . Several of the unique characteristics that are believed to be sig- nificant in the mild environment tower are already evident here even without ...
Page 301
... tower under the action of random sea waves is carried out by using nonlinear spectral analysis . The study indicates that when the displacement is small , the linearized solution can give reasonable approximation , but when the ...
... tower under the action of random sea waves is carried out by using nonlinear spectral analysis . The study indicates that when the displacement is small , the linearized solution can give reasonable approximation , but when the ...
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