Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 75
2 , there is a good relationship between the inertia force coefficient C. and KC number . When KC approximately equals 20 , C. decreases to its minimum value . To compare with Fig . 1 , in the region of KC > 25 the drag force is ...
2 , there is a good relationship between the inertia force coefficient C. and KC number . When KC approximately equals 20 , C. decreases to its minimum value . To compare with Fig . 1 , in the region of KC > 25 the drag force is ...
Page 95
For irregular waves , there are several methods to define KC number ( KC = UmT / D ) . As stated before ( Yu and Zhang , 1988 ) , the parameters of the significant and its maximum horizontal orbital velocity at the wave surface are ...
For irregular waves , there are several methods to define KC number ( KC = UmT / D ) . As stated before ( Yu and Zhang , 1988 ) , the parameters of the significant and its maximum horizontal orbital velocity at the wave surface are ...
Page 194
CDF - Co ( Kop ) , ( кс COB = Co ( KCB ) ( ) ( 15 ) CDF is not equal to Cob , because the kc number of the forward swing and the backward swina different from each other . Therefore the parameter Kc * , which expresses the difference of ...
CDF - Co ( Kop ) , ( кс COB = Co ( KCB ) ( ) ( 15 ) CDF is not equal to Cob , because the kc number of the forward swing and the backward swina different from each other . Therefore the parameter Kc * , which expresses the difference of ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
20 other sections not shown
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Common terms and phrases
acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |