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 195
These differences of the characteristics may be partly caused by the memory effect of the shedding vortices generated in the previous swings . Ikeda et al . ( 1988 ) pointed out that the memory effect on the drag coefficient of bluff ...
These differences of the characteristics may be partly caused by the memory effect of the shedding vortices generated in the previous swings . Ikeda et al . ( 1988 ) pointed out that the memory effect on the drag coefficient of bluff ...
Page 217
The effects of non - linearities in wave excitation forces and in stiffness terms are also illustrated in Table 1. ... The effect of non - linear pitch restoring moment on the motion response amplitude is shown in Fig . 1 ) . Fig .
The effects of non - linearities in wave excitation forces and in stiffness terms are also illustrated in Table 1. ... The effect of non - linear pitch restoring moment on the motion response amplitude is shown in Fig . 1 ) . Fig .
Page 480
3.5 Effect of Wave alone The 100 m height structure has been analysed for various combination of wave period and wave heights . Bending moment diagram for all the combinations is shown in Fig.9 . It is distinctly observed that the ...
3.5 Effect of Wave alone The 100 m height structure has been analysed for various combination of wave period and wave heights . Bending moment diagram for all the combinations is shown in Fig.9 . It is distinctly observed that the ...
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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 |