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 165
29 sec and 79o are a result of horizontal bending . The relative rotations between
the ends of connector 1 are shown in Figs . 15 - 17 . The large relative y - rotation
at 3 . 1 sec is a result of the large vertical bending response , while the large ...
29 sec and 79o are a result of horizontal bending . The relative rotations between
the ends of connector 1 are shown in Figs . 15 - 17 . The large relative y - rotation
at 3 . 1 sec is a result of the large vertical bending response , while the large ...
Page 166
Rather , it is a result of horizontal bending which occurs because of the spatial
distribution of the wave forces at that wave period and angle . RAOs for the
vertical shear force in the connectors have peaks at wave periods between 1 . 5 s
and ...
Rather , it is a result of horizontal bending which occurs because of the spatial
distribution of the wave forces at that wave period and angle . RAOs for the
vertical shear force in the connectors have peaks at wave periods between 1 . 5 s
and ...
Page 265
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 , it can be said that fairly good agreement is obtained on the
whole ...
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 , it can be said that fairly good agreement is obtained on the
whole ...
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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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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 |