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 259
A slender structure such as floating bridge , however , has elasticity that must be
accounted for . on the structural design of floating bridge , we ... A model basin
test in waves was conducted with large sized elastic model of floating bridge .
A slender structure such as floating bridge , however , has elasticity that must be
accounted for . on the structural design of floating bridge , we ... A model basin
test in waves was conducted with large sized elastic model of floating bridge .
Page 260
DYNAMIC ELASTIC RESPONSE ANALYSIS 2 . 1 Analysis Method The method
of analysis of dynamic elastic response of floating bridges in waves was
developed for application in the structural design of the floating swing bridge
cited in this ...
DYNAMIC ELASTIC RESPONSE ANALYSIS 2 . 1 Analysis Method The method
of analysis of dynamic elastic response of floating bridges in waves was
developed for application in the structural design of the floating swing bridge
cited in this ...
Page 261
Elastic response analysis - - 4 - . Two - stage analysis - D - - Static analysis Wave
amp . = 1 . 0m < Model 1 > Axial force F . ( MN ) Shearing force Fy ( MN ) 738 702
w DO 1625 7000 1625 2 4 6 8 10 12 Wave period T ( sec ) 2 4 6 8 10 12 Wave ...
Elastic response analysis - - 4 - . Two - stage analysis - D - - Static analysis Wave
amp . = 1 . 0m < Model 1 > Axial force F . ( MN ) Shearing force Fy ( MN ) 738 702
w DO 1625 7000 1625 2 4 6 8 10 12 Wave period T ( sec ) 2 4 6 8 10 12 Wave ...
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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 |