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 69
Page 406
... included twelve T , three Y , and nine K joints , five of which were overlapped . The K joints were only loaded on the 90 ° through brace , so that the calculated flexibility included the stiffening effect of the adjacent 45 ° brace ...
... included twelve T , three Y , and nine K joints , five of which were overlapped . The K joints were only loaded on the 90 ° through brace , so that the calculated flexibility included the stiffening effect of the adjacent 45 ° brace ...
Page 45
... included in the derivation of the outcrossing rate formulation , thereby opening up a relatively simple way to treat structural reliability problems involving time - dependent deterioration . Despite the simplicity of the model , it ...
... included in the derivation of the outcrossing rate formulation , thereby opening up a relatively simple way to treat structural reliability problems involving time - dependent deterioration . Despite the simplicity of the model , it ...
Page 148
... included here . In the plots for crest height , the Rayleigh estimate and an empirical prediction model proposed in Stansberg ( 1991 ) are also included for comparison : Rayleigh : Amax = 0 • V21ng Empirical model : Amax = AR exp ( AR ...
... included here . In the plots for crest height , the Rayleigh estimate and an empirical prediction model proposed in Stansberg ( 1991 ) are also included for comparison : Rayleigh : Amax = 0 • V21ng Empirical model : Amax = AR exp ( AR ...
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