THE RESULTS OF NUMERICAL RESEARCH OF FLOATING REINFORCED CONCRETE STRUCTURES OFTHE NORTH TIDAL POWER PLANT

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Abstract


This article contains results of the numerical simulation of stress-deformed state and structure strength of floating reinforced concrete caissons of a tidal power plant. Numerical simulation was made using finite-element method. In this work a proposal to place floating caissons on unprepared underwater foundation is justified, taking into consideration, among other factors, seismic forces.

About the authors

S P Novikov

Email: nsp@niies.ru

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