Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 169
... wave period ( s ) ( a ) sway 5.0 4.0 8889 7.0 roll 6.0 Ꮎ without with 3.0 2.0 1.0 0 0.63 ( 4 ) 0.95 1.27 1.58 1.90 2.21 ( 6 ) ( 8 ) ( 10 ) ( 12 ) ( 14 ) maximum motion ( deg ) maximum motion ( m ) 0.15 heave e without with 0.05 0 0.63 ...
... wave period ( s ) ( a ) sway 5.0 4.0 8889 7.0 roll 6.0 Ꮎ without with 3.0 2.0 1.0 0 0.63 ( 4 ) 0.95 1.27 1.58 1.90 2.21 ( 6 ) ( 8 ) ( 10 ) ( 12 ) ( 14 ) maximum motion ( deg ) maximum motion ( m ) 0.15 heave e without with 0.05 0 0.63 ...
Page 170
... wave periods , except in the case of a wave period of 0.95s ( 6.0s in the prototype ) . However , careful observation shows that heave motion is decreased slightly even in this case . Accordingly , the experimental results confirm that ...
... wave periods , except in the case of a wave period of 0.95s ( 6.0s in the prototype ) . However , careful observation shows that heave motion is decreased slightly even in this case . Accordingly , the experimental results confirm that ...
Page 29
... wave height , H1 / 3 , and significant wave period , T1 / 3 , and ( 2 ) - using joint distribution of wave heights and wave periods . In order to obtain the above mentioned elements , time - history of water surface elevation is ...
... wave height , H1 / 3 , and significant wave period , T1 / 3 , and ( 2 ) - using joint distribution of wave heights and wave periods . In order to obtain the above mentioned elements , time - history of water surface elevation is ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
20 other sections not shown
Other editions - View all
Common terms and phrases
added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power