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 412
Construction of the shaft will be by slipforming , which is a quick and efficient construction process . Construction of the base structure on the other hand can be by different methods as e.g. slipforming , concrete elements , climbing ...
Construction of the shaft will be by slipforming , which is a quick and efficient construction process . Construction of the base structure on the other hand can be by different methods as e.g. slipforming , concrete elements , climbing ...
Page 441
Upon completion of the construction , the structure would be transported to the installation site and installed with conventional marine equipment currently used for steel jacket transport and installation . Foundation of the concrete ...
Upon completion of the construction , the structure would be transported to the installation site and installed with conventional marine equipment currently used for steel jacket transport and installation . Foundation of the concrete ...
Page 443
A fatigue analysis of the concrete tubular structure is under way , but tests and analysis performed on a similar construction have indicated that fatigue was not a determining criterion for this type of structure .
A fatigue analysis of the concrete tubular structure is under way , but tests and analysis performed on a similar construction have indicated that fatigue was not a determining criterion for this type of structure .
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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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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