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 80
Page 119
... equations . The boundary conditions on S , in equation ( 17 ) are the periodic conditions in 7. The boundary conditions for equation ( 18 ) are the surface vorticity values which are unknown . Overcoming the problem of the unknown ...
... equations . The boundary conditions on S , in equation ( 17 ) are the periodic conditions in 7. The boundary conditions for equation ( 18 ) are the surface vorticity values which are unknown . Overcoming the problem of the unknown ...
Page 356
... equations of incompressible flow : V. u = 0 ( 1 ) Ət + V . ( u ) -Op + = Δύ Re ( 2 ) The first is the continuity equation , while the latter is the mo- mentum equation . An explicit / implicit marching scheme is adopted for inte ...
... equations of incompressible flow : V. u = 0 ( 1 ) Ət + V . ( u ) -Op + = Δύ Re ( 2 ) The first is the continuity equation , while the latter is the mo- mentum equation . An explicit / implicit marching scheme is adopted for inte ...
Page 297
... equation developed here is similar to the LRFD ( Load Resistance Factor Design ) code check equation . For a given design ( such as the PV - DV system we investigated ) , we can calculate the design - equation partial factors in closed ...
... equation developed here is similar to the LRFD ( Load Resistance Factor Design ) code check equation . For a given design ( such as the PV - DV system we investigated ) , we can calculate the design - equation partial factors in closed ...
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