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 23
... components generated from the discontinuity of the structure . To date , theoretical investigations for such a condition have not been available , even though many marine structures have been reported to be damaged at their tip . In ...
... components generated from the discontinuity of the structure . To date , theoretical investigations for such a condition have not been available , even though many marine structures have been reported to be damaged at their tip . In ...
Page 271
... components across the shell thickness t , from which after proper sub- stitutions and reductions , the membrane force and moment tensors may be written completely in terms of the middle surface quantities , as follows . Ναβ = t / 2 。as ...
... components across the shell thickness t , from which after proper sub- stitutions and reductions , the membrane force and moment tensors may be written completely in terms of the middle surface quantities , as follows . Ναβ = t / 2 。as ...
Page 37
... components become the main source to formate the long period wave components . The height of bounded long wave Hd1 / 3 is much smaller than the observed long wave height H11 / 3 at P.0 . Therefore , the long period wave at the offshore ...
... components become the main source to formate the long period wave components . The height of bounded long wave Hd1 / 3 is much smaller than the observed long wave height H11 / 3 at P.0 . Therefore , the long period wave at the offshore ...
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