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 123
COMPARISON BETWEE CUMULATIVE PROBABILITY DISTRIBUTION OF MEASURED WATER SURFACE ELEVATION AND THEORETICAL CUMULATIVE DISTRIBUTION - SPECTRAL RANGE : 0.5-2.5 H2 200 1.3 0 0.5 1.0 1.5 2.0 2 . Frequency , Hz FIG . 4.
COMPARISON BETWEE CUMULATIVE PROBABILITY DISTRIBUTION OF MEASURED WATER SURFACE ELEVATION AND THEORETICAL CUMULATIVE DISTRIBUTION - SPECTRAL RANGE : 0.5-2.5 H2 200 1.3 0 0.5 1.0 1.5 2.0 2 . Frequency , Hz FIG . 4.
Page 124
In case ( a ) the force distribution is greatly affected and a maximum of 8.5 per cent increase in force level is observed . In case ( b ) distributions are found to be higher than single cylinder for a given probability level , and is ...
In case ( a ) the force distribution is greatly affected and a maximum of 8.5 per cent increase in force level is observed . In case ( b ) distributions are found to be higher than single cylinder for a given probability level , and is ...
Page 205
ABSTRACT INTRODUCTION Two- and three - dimensional velocity potentials due to pulsa ting pressure distributions of ... Hence , we must know that under the action of such a slowly decaying ( or even non - decaying ) pressure distribution ...
ABSTRACT INTRODUCTION Two- and three - dimensional velocity potentials due to pulsa ting pressure distributions of ... Hence , we must know that under the action of such a slowly decaying ( or even non - decaying ) pressure distribution ...
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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 |