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 3
... envelope exceeded the threshold level and the average time interval TIE between upcrossings of the level by the envelope function , as defined earlier in Figure 1. These averages are listed in Table 1 as a function of the relative ...
... envelope exceeded the threshold level and the average time interval TIE between upcrossings of the level by the envelope function , as defined earlier in Figure 1. These averages are listed in Table 1 as a function of the relative ...
Page 6
... envelope function exceeds the threshold level and has no wave crests associated with it , or only one wave crest . The connection between two sets of data of this kind has been considered recently by Dawson , et al . ( 1991 ) for random ...
... envelope function exceeds the threshold level and has no wave crests associated with it , or only one wave crest . The connection between two sets of data of this kind has been considered recently by Dawson , et al . ( 1991 ) for random ...
Page 545
... envelopes respectively . In the 90 - degree direction , the Designer Wave shears compared from + 6 % to -7 % . Moment envelope values from the Designer Wave compared between + 5 % and -4 % relative to the extreme value estimates . Once ...
... envelopes respectively . In the 90 - degree direction , the Designer Wave shears compared from + 6 % to -7 % . Moment envelope values from the Designer Wave compared between + 5 % and -4 % relative to the extreme value estimates . Once ...
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 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 waves ratio Rayleigh distribution response second-order ship SHIPMO shown in Fig simulation solution spectral spectrum storm surge tanker tension leg platform tests theory transverse values velocity potential vortex water depth wave exciting wave forces wave height wave loading wavemaker wavenumber wind