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 89
... effects , and roughness and the coupled mode is : SH = 0,017 The form effect and roughness correction are from [ 17 ] . The roughness is large because the hull is old and it has not been cleaned since end of 1994. Nevertheless , this ...
... effects , and roughness and the coupled mode is : SH = 0,017 The form effect and roughness correction are from [ 17 ] . The roughness is large because the hull is old and it has not been cleaned since end of 1994. Nevertheless , this ...
Page 188
... effect of the length of the free - hanging part of the chain ) ; -effect of chain weight , using by turns the five scale models ; -effect of pretension , for each chain and different water depths a number of about 60 pretensions being ...
... effect of the length of the free - hanging part of the chain ) ; -effect of chain weight , using by turns the five scale models ; -effect of pretension , for each chain and different water depths a number of about 60 pretensions being ...
Page 258
... effect on the motion of the chain when the gravity force is dominating . The Effect of Sliding As it is discussed , two adjoining links not only rotate but also slide relative to each other . A 200 - link chain with a small value of C1 ...
... effect on the motion of the chain when the gravity force is dominating . The Effect of Sliding As it is discussed , two adjoining links not only rotate but also slide relative to each other . A 200 - link chain with a small value of C1 ...
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