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 65
Page 243
... riser with a maximum tilt angle of 18 degrees . The flow profile was uniform when the riser was vertical . A sheared flow profile was obtained by simply adjusting the position of upper riser end along the upper horizontal arm on the ...
... riser with a maximum tilt angle of 18 degrees . The flow profile was uniform when the riser was vertical . A sheared flow profile was obtained by simply adjusting the position of upper riser end along the upper horizontal arm on the ...
Page 252
... riser Calculation of the actual flow velocity profile along the deformed shape of the riser The influence on calculated modal response factors from the fact that a large portion of the riser is above water The sensitivity from possible ...
... riser Calculation of the actual flow velocity profile along the deformed shape of the riser The influence on calculated modal response factors from the fact that a large portion of the riser is above water The sensitivity from possible ...
Page 279
... riser and cause resonant response ( Krolikowski and Gay , 1980 ; Leira and Remseth , 1985 ) . For obtaining a more accurate and complete solution under these situations as well as for verifying the approximate solutions the only method ...
... riser and cause resonant response ( Krolikowski and Gay , 1980 ; Leira and Remseth , 1985 ) . For obtaining a more accurate and complete solution under these situations as well as for verifying the approximate solutions the only method ...
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