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 149
More accurate joint statistics for survival / large storms is contained in the second
, independent database , which is described ... This database includes entries
over a large extent of each storm using a smaller ( 1 - mile ) and shorter ( 1hour )
...
More accurate joint statistics for survival / large storms is contained in the second
, independent database , which is described ... This database includes entries
over a large extent of each storm using a smaller ( 1 - mile ) and shorter ( 1hour )
...
Page 231
The extreme wind and wave climates were specified from hindcasts of 48 top -
ranked storms selected from the period ... and normal conditions and should
include statistics of storm driven surface winds , waves , currents and coastal
storm ...
The extreme wind and wave climates were specified from hindcasts of 48 top -
ranked storms selected from the period ... and normal conditions and should
include statistics of storm driven surface winds , waves , currents and coastal
storm ...
Page 233
The major differences between the storm and continuous hindcasts are : a
greater amount of time per 6 - hour analysis was ... the specification of wind fields
for the 48 storms than for the 10 continuous years ; storm hindcasts were made
on the ...
The major differences between the storm and continuous hindcasts are : a
greater amount of time per 6 - hour analysis was ... the specification of wind fields
for the 48 storms than for the 10 continuous years ; storm hindcasts were made
on the ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
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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