Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 1
... incident velocity u horizontal incident acceleration W = vertical incident velocity W = vertical incident acceleration = wave amplitude == ρ density of water w = frequency of orbital motion = ω wave frequency W INTRODUCTION Flow fields ...
... incident velocity u horizontal incident acceleration W = vertical incident velocity W = vertical incident acceleration = wave amplitude == ρ density of water w = frequency of orbital motion = ω wave frequency W INTRODUCTION Flow fields ...
Page 3
... Incident Flow The incident flow to the cylinder can be relatively considered to be an uniform circular orbital flow as shown in Fig . 4. In this figure . U ( = a @ ) denotes the magnitude of the orbital velocity , where w ( = 2 / T ) is ...
... Incident Flow The incident flow to the cylinder can be relatively considered to be an uniform circular orbital flow as shown in Fig . 4. In this figure . U ( = a @ ) denotes the magnitude of the orbital velocity , where w ( = 2 / T ) is ...
Page 136
... incident waves are propagating with small amplitude . The free surface is spreaded to infinite domain and the water depth is constant in the case of shallow depth . When treating multiple floating bodies , the circumscribed , bottom ...
... incident waves are propagating with small amplitude . The free surface is spreaded to infinite domain and the water depth is constant in the case of shallow depth . When treating multiple floating bodies , the circumscribed , bottom ...
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 | |
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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