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 79
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 ...
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 ...
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 ...
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 ...
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 point 262.5 m away from weather side of the floating ...
( 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 point 262.5 m away from weather side of the floating ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
32 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind