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 155
... applied and inertia forces as a function of time . The applied force is assumed to act as an impulse of sinusoidal shape lasting for half a cycle . The forces on the structure as a function ... applied portion of the total applied load 155.
... applied and inertia forces as a function of time . The applied force is assumed to act as an impulse of sinusoidal shape lasting for half a cycle . The forces on the structure as a function ... applied portion of the total applied load 155.
Page 156
... applied load derived during the " Designer Wave " approach ( Morrison and Leonard , 1993 ) . The applied load is broken into two components a statically applied force ( to include wind and other statically applied lateral loads ) and a ...
... applied load derived during the " Designer Wave " approach ( Morrison and Leonard , 1993 ) . The applied load is broken into two components a statically applied force ( to include wind and other statically applied lateral loads ) and a ...
Page 346
... applied here . OSCS Plate Failure . The OSCS plate failure criterion is based on API Bulletin 2U ( 1987 ) , and the limit state equation may be written as in eqn . ( 1 ) , but with different formulae applied to compute the capacity ...
... applied here . OSCS Plate Failure . The OSCS plate failure criterion is based on API Bulletin 2U ( 1987 ) , and the limit state equation may be written as in eqn . ( 1 ) , but with different formulae applied to compute the capacity ...
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