THREE-DIMENSIONAL NONLINEAR FEM ANALYSIS OF HOLLOW BRIDGE PIERS CONSIDERING SPALLING OF CONCRETE COVER AND BUCKLING OF REINFORCING BARS
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概要
- 論文の詳細を見る
- 2000-02-01
著者
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Maekawa Koichi
Department Of Civil Eng. Univ. Of Tokyo
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MASUKAWA Junji
Kajima Technical Research Institute
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SUDA Kumiko
Kajima Technical Research Institute
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MAEKAWA Koichi
Department of Civil Eng. , Univ. of Tokyo
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