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 130
Circular cylinders whose diameter are 0.08m and 0.05m were used , and horizontally submerged with its axis parallel to the wave crests and fixed three component loadcell by two thin struts . End - plates were set on the both sides of ...
Circular cylinders whose diameter are 0.08m and 0.05m were used , and horizontally submerged with its axis parallel to the wave crests and fixed three component loadcell by two thin struts . End - plates were set on the both sides of ...
Page 130
Circular cylinders whose diameter are 0.08m and 0.05m were used , and horizontally submerged with its axis parallel to the wave crests and fixed on a three component loadcell by two thin struts . End - plates were set on the both sides ...
Circular cylinders whose diameter are 0.08m and 0.05m were used , and horizontally submerged with its axis parallel to the wave crests and fixed on a three component loadcell by two thin struts . End - plates were set on the both sides ...
Page 133
Calculated vortex shedding patterns and velocity distributions around a circular cylinder in ular waves for Kc = 1.13 ... 5 . a ( 8 ) circulating flow , the vortex shedding flow around circular cylinder in regular waves is simulated .
Calculated vortex shedding patterns and velocity distributions around a circular cylinder in ular waves for Kc = 1.13 ... 5 . a ( 8 ) circulating flow , the vortex shedding flow around circular cylinder in regular waves is simulated .
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |