Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 142
00E - 02 5 . 00E - 03 0 . 00E + 00 0 - HIPAN 9 RAOS 20 80 100 40 60 Heading (
degrees ) Fem 108 For 10 % Figure 9 Results for Rigid SBU Heave Motion (
Lumped Mass ) Figure 12 Beam User - Elements for One SBU Single SBU Pitch
3 .
00E - 02 5 . 00E - 03 0 . 00E + 00 0 - HIPAN 9 RAOS 20 80 100 40 60 Heading (
degrees ) Fem 108 For 10 % Figure 9 Results for Rigid SBU Heave Motion (
Lumped Mass ) Figure 12 Beam User - Elements for One SBU Single SBU Pitch
3 .
Page 143
00E + 00 20 80 100 40 60 Heading ( degrees ) Element 1046 Figure 16 Results
for Rigid SBU Surge Motion ( Beam ) Figure 14 Wetted Surfaces Associated with
Beam UserElements 1053 and 1046 RMS ( m ) Single SBU Heave 4 . 00E - 02 ...
00E + 00 20 80 100 40 60 Heading ( degrees ) Element 1046 Figure 16 Results
for Rigid SBU Surge Motion ( Beam ) Figure 14 Wetted Surfaces Associated with
Beam UserElements 1053 and 1046 RMS ( m ) Single SBU Heave 4 . 00E - 02 ...
Page 163
It should be noted that the first 6 modes are rigid body surge , sway , heave , roll ,
pitch and yaw , and the deformational modes are modes 7 and above . The
formulation of all quantities in Eq . ( 1 ) is fairly wellknown , except perhaps for
that ...
It should be noted that the first 6 modes are rigid body surge , sway , heave , roll ,
pitch and yaw , and the deformational modes are modes 7 and above . The
formulation of all quantities in Eq . ( 1 ) is fairly wellknown , except perhaps for
that ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
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amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements VLFS wave energy wave height wave period wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791835383, 9780791835388 |
| Export Citation | BiBTeX EndNote RefMan |