Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 66
... surface velocities are therefore very difficult to obtain in this manner . Recently , Daemrich and Götschenberg ( 1986 ) , Klinting and Jacobsen ( 1990 ) , and Donelan et al . ( 1992 ) used surface- following devices to circumvent the ...
... surface velocities are therefore very difficult to obtain in this manner . Recently , Daemrich and Götschenberg ( 1986 ) , Klinting and Jacobsen ( 1990 ) , and Donelan et al . ( 1992 ) used surface- following devices to circumvent the ...
Page 325
... surface ( z = 0 ) - φ = 0 , az g it becomes evident , that G is singular at = { ( Newman , 1977 ) . Eq . ( 14 ) is evaluated at the entire boundary surface in- cluding the free surface , the ocean bottom , the body bound- ary surface ...
... surface ( z = 0 ) - φ = 0 , az g it becomes evident , that G is singular at = { ( Newman , 1977 ) . Eq . ( 14 ) is evaluated at the entire boundary surface in- cluding the free surface , the ocean bottom , the body bound- ary surface ...
Page 519
... surface and one bounding surface . The bounding surface represents full plastic utilization of the cross section . When the cross section is loaded , the force point travels through the elastic region and intersects with the yield surface ...
... surface and one bounding surface . The bounding surface represents full plastic utilization of the cross section . When the cross section is loaded , the force point travels through the elastic region and intersects with the yield surface ...
Contents
OCEAN WAVES AND ENERGY | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 13 |
The Effect of NonColinear Wave Wind and Current Loading on Dynamic Response of a Tension | 17 |
Copyright | |
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acceleration added mass amplitude analysis angle boundary condition calculated cavitation circular cylinder Comparison compliant compliant tower components computed cosh cyclic cylinder diffraction direction displacement domain drag coefficient drag force drift force dynamic effects Engineering equation experimental Figure finite element floating body fluid forward speed free surface function Green's function heave horizontal hydrodynamic hydrodynamic force incident wave integral interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures OMAE oscillating parameters peak pile platform pontoons predicted propagation random wave ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind