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 17
The electrical power output estimated from the wave - to - wire model for a 500
kW rated pneumatic power turbine and coefficient K = 95 Pa / ( m / s ) for the 44
classes of Hs . Te referred to above are presented in Table 3 ( values in bold or in
...
The electrical power output estimated from the wave - to - wire model for a 500
kW rated pneumatic power turbine and coefficient K = 95 Pa / ( m / s ) for the 44
classes of Hs . Te referred to above are presented in Table 3 ( values in bold or in
...
Page 122
Table - 1 Centrifuge Specifications 3 . 0 m UIT Centrifuge arm radius 15cm Up /
Down Actuator , Pull lton I - Beam Usable payload dimensions Water Out platform
nominal radius h platform width nominal depth usable height maximum Payload
...
Table - 1 Centrifuge Specifications 3 . 0 m UIT Centrifuge arm radius 15cm Up /
Down Actuator , Pull lton I - Beam Usable payload dimensions Water Out platform
nominal radius h platform width nominal depth usable height maximum Payload
...
Page 130
Table 2 . Adjusted Comparison of Shipyards Workers Required to Available
Concept Workers Available required / year workers / year . Rigid 8 , 400 16 , 500
Hinged 27 , 000 31 , 500 Independent 19 . 000 Flexible Bridge 29 , 100 Steel and
...
Table 2 . Adjusted Comparison of Shipyards Workers Required to Available
Concept Workers Available required / year workers / year . Rigid 8 , 400 16 , 500
Hinged 27 , 000 31 , 500 Independent 19 . 000 Flexible Bridge 29 , 100 Steel and
...
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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