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 316
... assumed to have two pump modules and a buffer , each of which is equipped with a vibration absorber as shown in Fig . 2. This model is introduced for clarifying the mutual effect between the stepped pipe configuration and the ...
... assumed to have two pump modules and a buffer , each of which is equipped with a vibration absorber as shown in Fig . 2. This model is introduced for clarifying the mutual effect between the stepped pipe configuration and the ...
Page 28
... assumed that the sediment transport rate in the lower layer is proportional to the amplitude of the bottom shear stress minus the critical shear stress . Also , the time - averaged velocity of sand particles is assumed to be ...
... assumed that the sediment transport rate in the lower layer is proportional to the amplitude of the bottom shear stress minus the critical shear stress . Also , the time - averaged velocity of sand particles is assumed to be ...
Page 141
... assumption . Yoshida et al . ( 1983 ) proposed a dynamic response analysis method , in which the superstructure of a TLP is assumed flexible instead of rigid . In this method , the hydrostatic and hydrodynamic forces are estimated ...
... assumption . Yoshida et al . ( 1983 ) proposed a dynamic response analysis method , in which the superstructure of a TLP is assumed flexible instead of rigid . In this method , the hydrostatic and hydrodynamic forces are estimated ...
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