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 272
... considered simply supported , with all the inplane deflections arrested along the edges . The loading is considered to be the uniformly distributed hydrostatic pressure acting in the anti - radial direction over the shell middle surface ...
... considered simply supported , with all the inplane deflections arrested along the edges . The loading is considered to be the uniformly distributed hydrostatic pressure acting in the anti - radial direction over the shell middle surface ...
Page 420
... considered here has been analysed using the ABS SAFEHULL system ( 1998 ) both for ultimate and fatigue strength . The criteria adopted in SAFEHULL is based on the dynamic approach recently developed at the American Bureau of Shipping ...
... considered here has been analysed using the ABS SAFEHULL system ( 1998 ) both for ultimate and fatigue strength . The criteria adopted in SAFEHULL is based on the dynamic approach recently developed at the American Bureau of Shipping ...
Page 29
... considered for including the irregularity of the input wave data : ( 1 ) using significant wave height , H1 / 3 , and significant wave period , T1 / 3 , and ( 2 ) - using joint distribution of wave heights and wave periods . In order to ...
... considered for including the irregularity of the input wave data : ( 1 ) using significant wave height , H1 / 3 , and significant wave period , T1 / 3 , and ( 2 ) - using joint distribution of wave heights and wave periods . In order to ...
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