Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 57
By comparing Co's Cm ' with published results for vertical cylinders , it is found that the results from this paper consistent with results for vertical cylinders . FREQUENCY DOMAIN ANALYSIS OF CO , CX FOR VERTICAL CYLINDER can are can ...
By comparing Co's Cm ' with published results for vertical cylinders , it is found that the results from this paper consistent with results for vertical cylinders . FREQUENCY DOMAIN ANALYSIS OF CO , CX FOR VERTICAL CYLINDER can are can ...
Page 275
4a – Velocity u for Shear - Free Case at i = 1.5 - FREE SURFACE FREE SURFACE 1.0 0.1 D so co VERTICAL DISTANCE Y co VERTICAL DISTANCE Y 06 s'o 1.0 -1.0 -2.5 2.5 -2.5 0.0 2.5 0.0 HORIZONTAL DISTANCE X HORIZONTAL DISTANCE X Fig .
4a – Velocity u for Shear - Free Case at i = 1.5 - FREE SURFACE FREE SURFACE 1.0 0.1 D so co VERTICAL DISTANCE Y co VERTICAL DISTANCE Y 06 s'o 1.0 -1.0 -2.5 2.5 -2.5 0.0 2.5 0.0 HORIZONTAL DISTANCE X HORIZONTAL DISTANCE X Fig .
Page 467
and that of vertical bulkhead . remarkable only in the vicinity of intersection line and are negligiblly small in other portion . In other words , strains appear locally in the vicinity of intersection in the case of bending loads .
and that of vertical bulkhead . remarkable only in the vicinity of intersection line and are negligiblly small in other portion . In other words , strains appear locally in the vicinity of intersection in the case of bending loads .
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind