Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 84
Page 142
Since , HIPAN calculates the pressures on the wetted surface , it is first necessary
to convert the pressures on the wetted surfaces to forces at the nodes . This is
done by the beam user - elements . The wetted surface associated with each ...
Since , HIPAN calculates the pressures on the wetted surface , it is first necessary
to convert the pressures on the wetted surfaces to forces at the nodes . This is
done by the beam user - elements . The wetted surface associated with each ...
Page 194
The origin is located at the intersection of the calm - water surface and the fore
fence , the x - z plane represents the calm water surface and the 0 - y axis is
directed upward . The fluid field in the presence of a set of tandem fence is
assumed ...
The origin is located at the intersection of the calm - water surface and the fore
fence , the x - z plane represents the calm water surface and the 0 - y axis is
directed upward . The fluid field in the presence of a set of tandem fence is
assumed ...
Page 202
The key issue in the development of the ship is how to subdue the water - surface
movement in the moon - pool . Therefore , the present strategy for the
development of the ship is to attenuate the water - surface movement by use of
certain ...
The key issue in the development of the ship is how to subdue the water - surface
movement in the moon - pool . Therefore , the present strategy for the
development of the ship is to attenuate the water - surface movement by use of
certain ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
30 other sections not shown
Other editions - View all
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 |