Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 477
TRUSS TYPE ARTICULATED TOWERS FOR DEEP WATER APPLICATIONS C. Ganapathy , B. P. Samantaray , and K. Nagamani Ocean ... An important component of mobile loading and storage system is the articulated buoyant tower which may have a single ...
TRUSS TYPE ARTICULATED TOWERS FOR DEEP WATER APPLICATIONS C. Ganapathy , B. P. Samantaray , and K. Nagamani Ocean ... An important component of mobile loading and storage system is the articulated buoyant tower which may have a single ...
Page 478
In this paper experimental investigations along with analytical results on truss type articulated towers are reported . ... Buoyancy tanks are connected to the tower at desired location to achieve optimum performance characteristics .
In this paper experimental investigations along with analytical results on truss type articulated towers are reported . ... Buoyancy tanks are connected to the tower at desired location to achieve optimum performance characteristics .
Page 479
load deflection characteristic of articulated tower . The load was applied in steps and omvergence obtained about 50 load steps . The Fig.3 gives the load deflection curve for tower of height 100 m . The nonlinear behaviour is quite ...
load deflection characteristic of articulated tower . The load was applied in steps and omvergence obtained about 50 load steps . The Fig.3 gives the load deflection curve for tower of height 100 m . The nonlinear behaviour is quite ...
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind