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 12
The tables 7 and 8 give an idea of the dependence between the dissymetry of the
waves , the steepness and the wave heights : dissymetry and steepness increase
with the wave height . = 3.2.2 Probability distribution functions For the wave ...
The tables 7 and 8 give an idea of the dependence between the dissymetry of the
waves , the steepness and the wave heights : dissymetry and steepness increase
with the wave height . = 3.2.2 Probability distribution functions For the wave ...
Page 13
The differences between the crest heights and the troughs are quantified in a real
case by the study of the ratio 2 ac / Hy on the statistical values ( H1 / 3 , H1 / 10 )
and by the study of this ratio for each wave . The results show that the non ...
The differences between the crest heights and the troughs are quantified in a real
case by the study of the ratio 2 ac / Hy on the statistical values ( H1 / 3 , H1 / 10 )
and by the study of this ratio for each wave . The results show that the non ...
Page 344
9 : Experimental Test Set - up WAVE HEIGHT = 2.5 M WAVE HEIGHT = 5 M 2000
WAVE HEIGHT = 7.5 M WAVE HEIGHT = 10 M WAVE HEIGHT = 12.5 M WAVE
HEIGHT = 15 M O STEADY SURGE DISP . ( M ) TENSION ( KG ) 1000 oth 0 0.2 ...
9 : Experimental Test Set - up WAVE HEIGHT = 2.5 M WAVE HEIGHT = 5 M 2000
WAVE HEIGHT = 7.5 M WAVE HEIGHT = 10 M WAVE HEIGHT = 12.5 M WAVE
HEIGHT = 15 M O STEADY SURGE DISP . ( M ) TENSION ( KG ) 1000 oth 0 0.2 ...
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Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
HYDRODYNAMIC FORCES | 47 |
The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |
Copyright | |
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Common terms and phrases
acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel 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 |