Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 55
Page 76
... integration of Q ( x , y ) over an element is carried out utilizing Gaussian quadrature . The boundary CR is chosen sufficiently far from the array that analytical asymptotic forms for the potentials are valid for r≥ R. The asymptotic ...
... integration of Q ( x , y ) over an element is carried out utilizing Gaussian quadrature . The boundary CR is chosen sufficiently far from the array that analytical asymptotic forms for the potentials are valid for r≥ R. The asymptotic ...
Page 286
... integration in the fourth - order cumulant is reduced to a three - fold integration after some factorization of integrands , details are omitted here . This reduction in the integration effort facilitates evaluation of the fourth order ...
... integration in the fourth - order cumulant is reduced to a three - fold integration after some factorization of integrands , details are omitted here . This reduction in the integration effort facilitates evaluation of the fourth order ...
Page 133
... integration to the mean water level . For case ( ii ) , the integration is extended to the instantaneous free surface . This procedure will give rise to higher order load terms that may have a significant influence on the extreme ...
... integration to the mean water level . For case ( ii ) , the integration is extended to the instantaneous free surface . This procedure will give rise to higher order load terms that may have a significant influence on the extreme ...
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 | |
21 other sections not shown
Other editions - View all
Common terms and phrases
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