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 15
... 345 240 .249 .184 .158 .103 min .011 .047 .099 .582 .595 .930 max 2.000 2.000 1.987 1.711 1.426 1.347 H 2.48 054 2.46 060 2.44 .063 2.48 .097 H 1/3 3.85 08 3.79 .092 3.79 095 3.88 .147 Heights H 1/10 נו .4 4.73 Table 7 : ACTUAL WAVE ...
... 345 240 .249 .184 .158 .103 min .011 .047 .099 .582 .595 .930 max 2.000 2.000 1.987 1.711 1.426 1.347 H 2.48 054 2.46 060 2.44 .063 2.48 .097 H 1/3 3.85 08 3.79 .092 3.79 095 3.88 .147 Heights H 1/10 נו .4 4.73 Table 7 : ACTUAL WAVE ...
Page 217
The effects of non - linearities in wave excitation forces and in stiffness terms are also illustrated in Table 1. Table 2 shows that non - linear wave force and non - linear stiffness terms equally affect the response values .
The effects of non - linearities in wave excitation forces and in stiffness terms are also illustrated in Table 1. Table 2 shows that non - linear wave force and non - linear stiffness terms equally affect the response values .
Page 250
It should be noted that Table 2 is presented to review the differences in response quantities caused by applying different wave kinematics models . A proper 3D analysis with the selected kinematics model must be performed , ref Table 1.
It should be noted that Table 2 is presented to review the differences in response quantities caused by applying different wave kinematics models . A proper 3D analysis with the selected kinematics model must be performed , ref Table 1.
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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 |