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 280
... stress amplitude at low amplitude of stress , but some increment is observed at low range ; below 167.0 [ MPa ] , in Fig.5 b . That represents that the damping characteristics of mild steel is not completely linear viscotic , but the ...
... stress amplitude at low amplitude of stress , but some increment is observed at low range ; below 167.0 [ MPa ] , in Fig.5 b . That represents that the damping characteristics of mild steel is not completely linear viscotic , but the ...
Page 320
... stress Pipe st . 3 Pipe st . 2 € 0.9 Maximum axial stress ( GPa ) 0.7 0.5 m6 = 60t Uniform pipe st . Optimum stepped pipe st . without absorber Optimum stepped pipe st . with absorber for stress 0.5 0.4 Pipe st . 1 0.3 0 0.1 0.2 0.3 ...
... stress Pipe st . 3 Pipe st . 2 € 0.9 Maximum axial stress ( GPa ) 0.7 0.5 m6 = 60t Uniform pipe st . Optimum stepped pipe st . without absorber Optimum stepped pipe st . with absorber for stress 0.5 0.4 Pipe st . 1 0.3 0 0.1 0.2 0.3 ...
Page 321
... stress Resonance state Axial stress ( GPa ) 0.8 0.6 0.4 70 Case 3 m3 = 300t = 60t mg Uniform pipe string Optimum stepped pipe st . without absorber Optimum stepped pipe st . with absorber for stress Resonance state 0.2 0 Static state ...
... stress Resonance state Axial stress ( GPa ) 0.8 0.6 0.4 70 Case 3 m3 = 300t = 60t mg Uniform pipe string Optimum stepped pipe st . without absorber Optimum stepped pipe st . with absorber for stress Resonance state 0.2 0 Static state ...
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