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 291
The reasons considered to be the analysis of the experimental data and / or the
accuracy of the calculation of the intersection of the cone type model surface and
the free surface in pitch motion . It is considered that there is not big the forward ...
The reasons considered to be the analysis of the experimental data and / or the
accuracy of the calculation of the intersection of the cone type model surface and
the free surface in pitch motion . It is considered that there is not big the forward ...
Page 580
As shown in Table 3 , the natural periods of heave and pitch for the two crafts are
very similar to each other despite the difference in their designs . The long natural
period of heave for the KAIMILINO may have been provided by the large fins .
As shown in Table 3 , the natural periods of heave and pitch for the two crafts are
very similar to each other despite the difference in their designs . The long natural
period of heave for the KAIMILINO may have been provided by the large fins .
Page 585
Pitch Response Non - dim . Heave Response Non - dim . Pitch Response Non -
dim . Pitch Response BUCKLING OF SHORT , THIN - WALLED CYLINDERS
UNDER COMBINED. 3.5 3.5 3.5 o o O 3.0 3.0 3.0 Measured Potential Inc.
Viscous ...
Pitch Response Non - dim . Heave Response Non - dim . Pitch Response Non -
dim . Pitch Response BUCKLING OF SHORT , THIN - WALLED CYLINDERS
UNDER COMBINED. 3.5 3.5 3.5 o o O 3.0 3.0 3.0 Measured Potential Inc.
Viscous ...
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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