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 58
Page 506
... storm should be taken into account [ 7 , 12 , 17 , 19 ] . The probability that the wave height will not exceed h in a random storm may be obtained from B P ( h ) = SFw ( h / hs ) · fp ( hs ) dhs α ( 1 ) in which Fw is the ( short - term ) ...
... storm should be taken into account [ 7 , 12 , 17 , 19 ] . The probability that the wave height will not exceed h in a random storm may be obtained from B P ( h ) = SFw ( h / hs ) · fp ( hs ) dhs α ( 1 ) in which Fw is the ( short - term ) ...
Page 511
... storm given by ( 4 ) and ( 6b ) , it can be demonstrated that for all combinations lying on the trial boundary , Event 1 produces the most damage accumulation ( i.e. the largest waves ) . It is also noted that the 95 - year secondary storm ...
... storm given by ( 4 ) and ( 6b ) , it can be demonstrated that for all combinations lying on the trial boundary , Event 1 produces the most damage accumulation ( i.e. the largest waves ) . It is also noted that the 95 - year secondary storm ...
Page 513
... storm loading ( or factored design storm loading ) FIG . 7 LOAD HISTORY FOR CYCLIC ASSESSMENT . 100 - year loading approach [ 2 , 27 ] , in which case the reliability is only specified implicitly , or it may be determined on the basis ...
... storm loading ( or factored design storm loading ) FIG . 7 LOAD HISTORY FOR CYCLIC ASSESSMENT . 100 - year loading approach [ 2 , 27 ] , in which case the reliability is only specified implicitly , or it may be determined on the basis ...
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