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 75
As shown in Fig . 2 , there is a good relationship between the inertia force coefficient C , and KC number . When KC approximately equals 20 , Cn decreases to its minimum value . To compare with Fig . 1 , in the region of KC > 25 the ...
As shown in Fig . 2 , there is a good relationship between the inertia force coefficient C , and KC number . When KC approximately equals 20 , Cn decreases to its minimum value . To compare with Fig . 1 , in the region of KC > 25 the ...
Page 405
2 Natural modes of the riser when coupled with drillship and template . shown in those Figures are calculated in the frequency of the largest heave motion , in the usual frequency range of waves ( Fig.3 ) .
2 Natural modes of the riser when coupled with drillship and template . shown in those Figures are calculated in the frequency of the largest heave motion , in the usual frequency range of waves ( Fig.3 ) .
Page 435
The minimum weight design generated by the computer programs are shown in Figure 7 for the three sets of group area variables used . A smaller minimum weight is obtained with better grouping of members ( i.e. using less number of ...
The minimum weight design generated by the computer programs are shown in Figure 7 for the three sets of group area variables used . A smaller minimum weight is obtained with better grouping of members ( i.e. using less number of ...
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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 |