A Study on applicability of Discontinuous Deformation Analysis to the inner reinforcement tunnel linings
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概要
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We have been working on experiments of tunnel lining models and various numerical analyses with a purpose to establish a design method of reinforcing tunnel lining concrete. We have studies in the dynamic behavior of the tunnel linings by four (4) analysis methods, i.e. frame analysis, FEM analysis, fiber composite analysis and discontinuous deformation analysis.<BR>By this thesis, the authors intend to present their paper on the analyses they made by discontinuous deformation method in the difference in behaviour between the unreinforced tunnel linings and the reinforced tunnel linings under vertical loads and inclined loads.
- 公益社団法人 土木学会の論文
公益社団法人 土木学会 | 論文
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