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 22
VALIDATION OF WAVE GENERATION , MEASUREMENT AND ANALYSIS
Figure 9 shows results from directional wave analysis of the GH sea state by the
MEM applied to data from the wave probe / current meter cluster . Figure 9 ( a )
shows ...
VALIDATION OF WAVE GENERATION , MEASUREMENT AND ANALYSIS
Figure 9 shows results from directional wave analysis of the GH sea state by the
MEM applied to data from the wave probe / current meter cluster . Figure 9 ( a )
shows ...
Page 38
3.2 Seasonal Change of Wind Speed and Direction Fig.3.2 shows the frequency
distributions of 10 min . mean wind speed and Fig.3.3 shows wind roses for each
seasons . These figures are obtained from regular time interval measurement ...
3.2 Seasonal Change of Wind Speed and Direction Fig.3.2 shows the frequency
distributions of 10 min . mean wind speed and Fig.3.3 shows wind roses for each
seasons . These figures are obtained from regular time interval measurement ...
Page 217
The effects of non - linearities in wave excitation forces and in stiffness terms are
also illustrated in Table 1. Table 2 shows that non - linear wave force and non -
linear stiffness terms equally affect the response values . [ M pF + = { Fw ( X , t ) }
+ ...
The effects of non - linearities in wave excitation forces and in stiffness terms are
also illustrated in Table 1. Table 2 shows that non - linear wave force and non -
linear stiffness terms equally affect the response values . [ M pF + = { Fw ( X , t ) }
+ ...
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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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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