年次大会
Online ISSN : 2424-2667
ISSN-L : 2424-2667
セッションID: J091-02
会議情報

円筒容器を対象とした非線形スロッシング波高・荷重の評価手法に関する研究
(その2:スロッシング水試験及び再現解析)
*佐郷 ひろみ山本 智彦宮崎 真之田中 正暁横井 忍山根 勇馬西脇 良典森田 英之岩崎 晃久池末 俊一井上 貴敏
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会議録・要旨集 認証あり

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The design basis ground motions have been revised to improve the seismic resistance of nuclear power plants. The reduction of seismic forces not only horizontally but also vertically has required more critical than in the past to ensure the seismic resistance of components. Notably, the design of a Sodium-Cooled Fast Reactor will require reducing the seismic forces applied to the components because of the components with thin wall thickness. To overcome this problem, the authors plan to introduce a seismic isolation system. When the sloshing wave height is small, it can be approximated with a linear vibration model. However, when the sloshing wave height increases and the sloshing becomes nonlinear, it is necessary to evaluate the wave height using other methods such as numerical analysis. Although the evaluation of nonlinear sloshing wave height is important, there are few examples which quantitatively evaluate the wave height of nonlinear sloshing. This paper reports the results of the sloshing water test carried out to obtain test data for the construction of the evaluation method and the results of the reproduction analysis carried out using the VOF method.

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