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 428
The corner protection structures consisting of a combined plate - tube construction are mounted on the pile sleeves . The purpose of these protections is to guide the trawl net and wire over the structure . A sketch of the preliminary ...
The corner protection structures consisting of a combined plate - tube construction are mounted on the pile sleeves . The purpose of these protections is to guide the trawl net and wire over the structure . A sketch of the preliminary ...
Page 485
ABSTRACT This paper describes in detail the " PLTB 350 " , a concrete Tension Leg Platform designed by the group of four French partners that first proposed concrete for TLP construction in 1983 . This engineering study is based on a ...
ABSTRACT This paper describes in detail the " PLTB 350 " , a concrete Tension Leg Platform designed by the group of four French partners that first proposed concrete for TLP construction in 1983 . This engineering study is based on a ...
Page 488
Concrete offers advantages over steel on the following points : - ease of construction ( casting , slipforming ) . ease of inspection : internal and external access for visual inspection is simplified by absence of stiffness in critical ...
Concrete offers advantages over steel on the following points : - ease of construction ( casting , slipforming ) . ease of inspection : internal and external access for visual inspection is simplified by absence of stiffness in critical ...
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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