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 94
1 Structural configuration of FBSP upper deck of the 3rd submerged plate Fig . 2
Structural configuration of VLFS with 3rd submerged plate 3rd submerged plate
box girder 30m Fig . 3 Details of 3rd submerged plate system center - section Fig
.
1 Structural configuration of FBSP upper deck of the 3rd submerged plate Fig . 2
Structural configuration of VLFS with 3rd submerged plate 3rd submerged plate
box girder 30m Fig . 3 Details of 3rd submerged plate system center - section Fig
.
Page 265
Girder end ( Fore ) Girder middle Girder end ( Aft ) of sway motion . The influence
of sway motion to the dynamic deformation of bridge girder in horizontal bending
and torsion is remarkable . Comparing the calculated result and measured one ...
Girder end ( Fore ) Girder middle Girder end ( Aft ) of sway motion . The influence
of sway motion to the dynamic deformation of bridge girder in horizontal bending
and torsion is remarkable . Comparing the calculated result and measured one ...
Page 371
deformation predominantly occurs at each deck and bottom girder at high shear
areas , a high stress could occur in each girder element . A maximum local
bending stress due to apparent shear deflection does not occur at the same
place of ...
deformation predominantly occurs at each deck and bottom girder at high shear
areas , a high stress could occur in each girder element . A maximum local
bending stress due to apparent shear deflection does not occur at the same
place of ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
30 other sections not shown
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Common terms and phrases
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 |