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 333
... functions were analyzed from the measured records . The method used in the analysis of the first order response function is the FFT method . The bi - frequency response function or the second order response function was analyzed from ...
... functions were analyzed from the measured records . The method used in the analysis of the first order response function is the FFT method . The bi - frequency response function or the second order response function was analyzed from ...
Page 334
... function of mooring line The arguments in the dynamic equations of a mooring line are time t and a Lagrangian ... function and bi - frequency response function . The first order response function can be obtained as follows : SF , ( W ) ...
... function of mooring line The arguments in the dynamic equations of a mooring line are time t and a Lagrangian ... function and bi - frequency response function . The first order response function can be obtained as follows : SF , ( W ) ...
Page 282
... function is defined as , S Y = i = 1 , 2 , ... , N , S..S . niyy ( 25 ) which represents the linear relationship between the input x ; and the output y . These functions are useful in the initial stage of the analysis to assess the ...
... function is defined as , S Y = i = 1 , 2 , ... , N , S..S . niyy ( 25 ) which represents the linear relationship between the input x ; and the output y . These functions are useful in the initial stage of the analysis to assess 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