Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 100
Page 15
As the ambient flow comes to a full stop , vortex D is gradually annihilated partly due to the countersign vorticity it generates on the cylinder ( also with some rebounding effect ) and partly due to the overlapping of oppositely ...
As the ambient flow comes to a full stop , vortex D is gradually annihilated partly due to the countersign vorticity it generates on the cylinder ( also with some rebounding effect ) and partly due to the overlapping of oppositely ...
Page 84
This may suggest that any vortex shedding effect on the rigid cylinder pair can be considered to be negligible for ... among the cylinders in modifying their loading and the importance of the role of the spacing in this interference .
This may suggest that any vortex shedding effect on the rigid cylinder pair can be considered to be negligible for ... among the cylinders in modifying their loading and the importance of the role of the spacing in this interference .
Page 189
degrees to the horizontal when the cylinder is at rest . They are made as long as possible to reduce nonlinear effects which occur for large displacements from the equilibrium position . The effective spring stiffness and frequency ...
degrees to the horizontal when the cylinder is at rest . They are made as long as possible to reduce nonlinear effects which occur for large displacements from the equilibrium position . The effective spring stiffness and frequency ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
47 other sections not shown
Other editions - View all
Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces