Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 403
Jacket 60 t The wave exposed conductor diameter is reduced from 4 X 660 mm 2640 mm to 2000 mm each four conductors . Piles 50 t 90 t Additional conductor frame Total reduction 200 t reTable 2. Weight reduction from caissons .
Jacket 60 t The wave exposed conductor diameter is reduced from 4 X 660 mm 2640 mm to 2000 mm each four conductors . Piles 50 t 90 t Additional conductor frame Total reduction 200 t reTable 2. Weight reduction from caissons .
Page 466
In the case of large diameter structures the prominent portion of the loading is inertial which is completely reproduced at model scale if Froude similarity is maintained . Even the flow separation phenomena may seem to be reproduced to ...
In the case of large diameter structures the prominent portion of the loading is inertial which is completely reproduced at model scale if Froude similarity is maintained . Even the flow separation phenomena may seem to be reproduced to ...
Page 333
The maximum explosion pressure derived from the p - x - diagram increases with orifice diameter for gaseous release . For two - phase releases the increase of mass flow rate due to the additional liquid release will lead to an increase ...
The maximum explosion pressure derived from the p - x - diagram increases with orifice diameter for gaseous release . For two - phase releases the increase of mass flow rate due to the additional liquid release will lead to an increase ...
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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Common terms and phrases
acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Export Citation | BiBTeX EndNote RefMan |