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 76
Page 72
... Predicted ( FEM Analysis ) 1.5 Measured ( Expt . ) O ( աա ) 1.0 00 ه 0.1 0.7 Section 4 Experiment 0.6 Predicted 0.5 0.4 0.3 0.2 0.1 0.0 0.70 0.60 0.50 0.40 0.30 0.20 Section 5 + Experiment Predicted 00 0.1 Section 3 0.0 3.0 0.5 50 ...
... Predicted ( FEM Analysis ) 1.5 Measured ( Expt . ) O ( աա ) 1.0 00 ه 0.1 0.7 Section 4 Experiment 0.6 Predicted 0.5 0.4 0.3 0.2 0.1 0.0 0.70 0.60 0.50 0.40 0.30 0.20 Section 5 + Experiment Predicted 00 0.1 Section 3 0.0 3.0 0.5 50 ...
Page 85
... predicted quite realistically . 600 000 500 450 400 350 600 550 600 450 400 360 000 500 450 400 360 000 500 340 400 8:00 600 600 550 500 450 400 350 ♡ 500 GOG ( b ) after 25 min . 400 500 600 100 ( a ) after 10 min . 400 8:00 600 700 ...
... predicted quite realistically . 600 000 500 450 400 350 600 550 600 450 400 360 000 500 450 400 360 000 500 340 400 8:00 600 600 550 500 450 400 350 ♡ 500 GOG ( b ) after 25 min . 400 500 600 100 ( a ) after 10 min . 400 8:00 600 700 ...
Page 111
... predictions for the heaving motion amplitudes , Fig . 12. The motion of the OWC is inversely proportional to the air ... predicted and measured capture width ratio when the chamber is fitted with an orifice . Capture width ratio is ...
... predictions for the heaving motion amplitudes , Fig . 12. The motion of the OWC is inversely proportional to the air ... predicted and measured capture width ratio when the chamber is fitted with an orifice . Capture width ratio 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