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- W2318014967 abstract "不連続変形法 (DDA, G. H. Shi, 1984) は, 任意の弾性体の多角形で構成されるブロック相互の運動を動的, 準静的に解析する手法である. 著者らは, Shi の定式化を基本に, ブロック間の貫入に対しペナルティ法の改良, ブロックの弾塑性構成則の導入, ロックボルト要素およびトンネルの吹き付けコンクリートのモデル化などを想定した接着要素機能などの開発を行った. これらを, 岩盤の不連続性を想定した岩盤構造物やモデル実験に適用し, その実用性を検討した." @default.
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- W2318014967 date "1994-06-21" @default.
- W2318014967 modified "2023-09-25" @default.
- W2318014967 title "DISCONTINUOUS DEFORMATION ANALYSIS AND ITS APPLICATION TO ROCK MECHANICS PROBLEMS" @default.
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- W2318014967 doi "https://doi.org/10.2208/jscej.1994.493_11" @default.
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