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 60
Page 35
We know from the irregular capture width results above that the mean force
cannot be predicted from the mean ... Figure 6 shows a comparison of the
measured surge displacements and the numerical prediction . width ratio shows
that the low ...
We know from the irregular capture width results above that the mean force
cannot be predicted from the mean ... Figure 6 shows a comparison of the
measured surge displacements and the numerical prediction . width ratio shows
that the low ...
Page 96
Good accuracy of the prediction of motions has been confirmed ( Kanda et al . ,
2001 ) . ... The predicted stress at point A is shown by the hollow triangles , which
are in good correlation with the first - order amplitude of the test results . It can be
...
Good accuracy of the prediction of motions has been confirmed ( Kanda et al . ,
2001 ) . ... The predicted stress at point A is shown by the hollow triangles , which
are in good correlation with the first - order amplitude of the test results . It can be
...
Page 215
Variations of macrobenthos off Oppama from March 1 , 1996 to December 25 ,
1997 · Water Temperature Predictions ( °C ) 0 50 100 150 200 Observations ( H
gP / Figure 11 . Plot of predicted values of total phosphorus against observations
of ...
Variations of macrobenthos off Oppama from March 1 , 1996 to December 25 ,
1997 · Water Temperature Predictions ( °C ) 0 50 100 150 200 Observations ( H
gP / Figure 11 . Plot of predicted values of total phosphorus against observations
of ...
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