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- W3090619997 abstract "著者らは，経済的な大水深岸壁としてハイブリッド重力式桟橋の開発に取り組んでいる．これは，底版と上部工を鋼管杭等の柱体で連結した桟橋形状の構造をマウンド上に設置し，地震時の慣性力や土圧等の水平力に対して，自重によって抵抗する重力式の特徴を有するものである．本論文では，ハイブリッド重力式桟橋の概要について述べるとともに，大型の水中振動台を用いた模型実験を実施し，ケーソン式と比較することで地震時の安定性について考察している．また，FLIPによる有効応力解析で模型実験の再現を試み，堤体の変形モードおよび柱体に生じるモーメント分布の再現性が高く，変形照査の可能な構造形式であることを確認したので報告する．" @default.
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- W3090619997 date "2012-01-01" @default.
- W3090619997 modified "2023-10-18" @default.
- W3090619997 title "PROPOSITION OF NEW GRAVITY-TYPE PIER AND EVALUATION OF ITS ASEISMIC PERFORMANCE" @default.
- W3090619997 doi "https://doi.org/10.2208/jscejseee.68.i_899" @default.
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