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 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 ...
Page 318
On the other hand , the components of waves with longer periods build up , and
the waves , which have undergone deformation in shallow waters , act on the
body moored inside a reef . For these reasons , there was concern that a mooring
...
On the other hand , the components of waves with longer periods build up , and
the waves , which have undergone deformation in shallow waters , act on the
body moored inside a reef . For these reasons , there was concern that a mooring
...
Page 364
As we can see the deformation varies from moment to moment with the unstable
sea waves , only 2 examples are shown in Fig 2 . The vertical displacement of the
front edge of the runway is about 2 ~ 4 cms . The several hundred meters long ...
As we can see the deformation varies from moment to moment with the unstable
sea waves , only 2 examples are shown in Fig 2 . The vertical displacement of the
front edge of the runway is about 2 ~ 4 cms . The several hundred meters long ...
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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 |