Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |
From inside the book
Results 1-3 of 75
Page 172
... PEAK VALUES OF F CHAIN 4 IN [ TF ] 2000 4000 Distribution of maximum anchor chain forces for most heavily loaded chain and most prob- able ( MPM ) value 5. OBSERVATIONS 5.1 . Influence of Peak Period peak The mean values are least ...
... PEAK VALUES OF F CHAIN 4 IN [ TF ] 2000 4000 Distribution of maximum anchor chain forces for most heavily loaded chain and most prob- able ( MPM ) value 5. OBSERVATIONS 5.1 . Influence of Peak Period peak The mean values are least ...
Page 259
... Peak Amplitude Heave Peak Frequency Heave Half Amplitude Frequency + 11.4 % 2 Pitch Peak Pitch Peak Amplitude Frequency Pitch Half Amplitude Frequency + 13.2 % -4.6 % Average +.78 + 2.9 % Std Dev 7.5 % 4.8 % F - .285 Max + .3 % + 7.0 ...
... Peak Amplitude Heave Peak Frequency Heave Half Amplitude Frequency + 11.4 % 2 Pitch Peak Pitch Peak Amplitude Frequency Pitch Half Amplitude Frequency + 13.2 % -4.6 % Average +.78 + 2.9 % Std Dev 7.5 % 4.8 % F - .285 Max + .3 % + 7.0 ...
Page 175
... peak is caused by swell . Each of the two peaks are modelled by an extended JONSWAP spec- trum . The parameters in the model are only dependent on signifi- cant wave height and spectral peak period and are divided in site independent ...
... peak is caused by swell . Each of the two peaks are modelled by an extended JONSWAP spec- trum . The parameters in the model are only dependent on signifi- cant wave height and spectral peak period and are divided in site independent ...
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 | |
25 other sections not shown
Other editions - View all
Common terms and phrases
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