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 76
Page 293
... relative displacement process on the parameters described above , the relative displacement was studied at a location 9.06 m beneath the still water level . Comparisons between the data and finite element simulations were made to study ...
... relative displacement process on the parameters described above , the relative displacement was studied at a location 9.06 m beneath the still water level . Comparisons between the data and finite element simulations were made to study ...
Page 345
RELATIVE VOLUME = 2.22 RELATIVE VOLUME = 1.45 RELATIVE VOLUME = 1.36 RELATIVE VOLUME = 1.16 ( a ) OPTIMIZATION BY GROWTH 3 STAGES 5 STAGES 7 STAGES 9 STAGES RELATIVE VOLUME = 2.41 RELATIVE VOLUME = 1.51 RELATIVE VOLUME = 1.11 RELATIVE ...
RELATIVE VOLUME = 2.22 RELATIVE VOLUME = 1.45 RELATIVE VOLUME = 1.36 RELATIVE VOLUME = 1.16 ( a ) OPTIMIZATION BY GROWTH 3 STAGES 5 STAGES 7 STAGES 9 STAGES RELATIVE VOLUME = 2.41 RELATIVE VOLUME = 1.51 RELATIVE VOLUME = 1.11 RELATIVE ...
Page 249
... relative proportion of the quasi - static component of the response in- creases . This causes the relative Morison assump- tion to predict more non - Gaussian behavior . • Rms levels of response are higher in the abso- lute Morison case ...
... relative proportion of the quasi - static component of the response in- creases . This causes the relative Morison assump- tion to predict more non - Gaussian behavior . • Rms levels of response are higher in the abso- lute Morison case ...
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