Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 104
... corresponding to h / L = 0.0 are the monochromatic wave results while at h / L = 1.0 ( Figure 3 ) or 2.0 ( Figure 4 ) , one of the constituent frequencies is zero . The value h / L = 0.0 corresponds to the diagonal in the bifrequency ...
... corresponding to h / L = 0.0 are the monochromatic wave results while at h / L = 1.0 ( Figure 3 ) or 2.0 ( Figure 4 ) , one of the constituent frequencies is zero . The value h / L = 0.0 corresponds to the diagonal in the bifrequency ...
Page 300
... corresponding buckling pressures , around 21.5 N / mm2 for n = 2 and 20.3 N / mm2 for n = 3 almost insensitive to the com- partment length , indicating their local nature . In real structures the compartments tend to be limited by heavy ...
... corresponding buckling pressures , around 21.5 N / mm2 for n = 2 and 20.3 N / mm2 for n = 3 almost insensitive to the com- partment length , indicating their local nature . In real structures the compartments tend to be limited by heavy ...
Page 331
... corresponding failure region is shown in Fig.4 ( a ) . Similarly , for the failure path in which failure elements fail in the sequence E2 - E1 , failure is defined by ( T2 ( T1 ) ( T1 / 2 < TD ) ( 28 ) The corresponding failure region ...
... corresponding failure region is shown in Fig.4 ( a ) . Similarly , for the failure path in which failure elements fail in the sequence E2 - E1 , failure is defined by ( T2 ( T1 ) ( T1 / 2 < TD ) ( 28 ) The corresponding failure region ...
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 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 incident wave interaction irregular waves joint kinematics lift force linear matrix measured method mode mooring line Morison motion nonlinear obtained Ocean Ocean Engineering offshore structures Offshore Technology ASME OMAE oscillating parameters peak pile platform pontoons predicted propagation random waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker Technology ASME 1993 tension leg platform tests theory values velocity potential vortex vortex shedding water depth wave forces wave height wave loading wavemaker wavenumber wind