Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 33
Page 63
... unit : cm Fig . 2 : Positions of wind pressure measured on No.1 . G 12 -3 -2 O 1 2 V - 5m / s ; in winds only 1.4 case A 1.2 cabe B case C 1 0.8 0.6 0.4 0.2- -0.2 1 2 3 5 6 7 Unit number Fig . 3 : Mean lift coefficient distributions ...
... unit : cm Fig . 2 : Positions of wind pressure measured on No.1 . G 12 -3 -2 O 1 2 V - 5m / s ; in winds only 1.4 case A 1.2 cabe B case C 1 0.8 0.6 0.4 0.2- -0.2 1 2 3 5 6 7 Unit number Fig . 3 : Mean lift coefficient distributions ...
Page 64
... unit deck , the value becomes about -0.05 . However C of No.1 unit deck is about 0.45 , and it shows Ĉp on lower surface of deck is playing an important role in CL . This is also valid for the leeward units . Further averaging Cp for ...
... unit deck , the value becomes about -0.05 . However C of No.1 unit deck is about 0.45 , and it shows Ĉp on lower surface of deck is playing an important role in CL . This is also valid for the leeward units . Further averaging Cp for ...
Page 67
... Unit number CASE B 1 0.8 0.6 0.4 0.2 -0.2 2 3 4 5 6 7 Unit number CASE C 0.8 0.6 0.4 0.2 0 -0.2 1 2 3 4 5 6 Unit number 7 1.05 0.5 1.5 0.7 unit : cm Fig . 13 : Sketch of experimental models of Sedco 700 and Kansai Inter- Fig . 14 ...
... Unit number CASE B 1 0.8 0.6 0.4 0.2 -0.2 2 3 4 5 6 7 Unit number CASE C 0.8 0.6 0.4 0.2 0 -0.2 1 2 3 4 5 6 Unit number 7 1.05 0.5 1.5 0.7 unit : cm Fig . 13 : Sketch of experimental models of Sedco 700 and Kansai Inter- Fig . 14 ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind