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 83
Page 89
Wind Forces The wind forces acting on VLFS are calculated with Morison ' s
formula . The variable wind velocities are calculated by making use of Ochi - Shin
spectrum . By using of each calculated result described above , equation of FBSP
...
Wind Forces The wind forces acting on VLFS are calculated with Morison ' s
formula . The variable wind velocities are calculated by making use of Ochi - Shin
spectrum . By using of each calculated result described above , equation of FBSP
...
Page 92
by 2 - D linear calculation method , in order to estimate the state of non - linearity .
The model size that we used in the experiment is 1 / 100 of prototype . Fig . A - 1
shows the experimental and calculated results of the wave exciting force acting ...
by 2 - D linear calculation method , in order to estimate the state of non - linearity .
The model size that we used in the experiment is 1 / 100 of prototype . Fig . A - 1
shows the experimental and calculated results of the wave exciting force acting ...
Page 318
( 4 ) Results of time domain analysis calculations Figure 18 shows the calculated
and measured time histories of the longitudinal deck strain at a point on the
starboard side and at a point 262 . 5 m away from weather side of the floating
structure ...
( 4 ) Results of time domain analysis calculations Figure 18 shows the calculated
and measured time histories of the longitudinal deck strain at a point on the
starboard side and at a point 262 . 5 m away from weather side of the floating
structure ...
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