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 69
3 Comparison of frequency responses of the designed digital filters . Fig . 6 Comparison of measured and target wave spectra for IDENT = Sp2 Wave Elevation Power Spectrum 0.30 Before & After Filtering Wave Elevn .
3 Comparison of frequency responses of the designed digital filters . Fig . 6 Comparison of measured and target wave spectra for IDENT = Sp2 Wave Elevation Power Spectrum 0.30 Before & After Filtering Wave Elevn .
Page 151
5 - Comparison of Added Mass Coefficient in Still Water Fig . 8 - Damping Factor for Semisubmersible in Still Water 0.16 0.04 o large displacement 0.14 + + D A som 0.035 medium displacement linear analysis 0.12 omoo > M 0.03 A small ...
5 - Comparison of Added Mass Coefficient in Still Water Fig . 8 - Damping Factor for Semisubmersible in Still Water 0.16 0.04 o large displacement 0.14 + + D A som 0.035 medium displacement linear analysis 0.12 omoo > M 0.03 A small ...
Page 180
Comparison of the predicted and measured mean sway drift force on the Pinkster semisubmersible ( 14 ) in open sea for a wave heading of 1350 Figure 13. Comparison of the predicted and measured mean surge drift force on the Pinkster ...
Comparison of the predicted and measured mean sway drift force on the Pinkster semisubmersible ( 14 ) in open sea for a wave heading of 1350 Figure 13. Comparison of the predicted and measured mean surge drift force on the Pinkster ...
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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 |