| 掲載雑誌（和）： | 日本地震工学シンポジウム論文集 |
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| Vol： | 11巻 |
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| 年： |
2002年
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| 頁： |
1113-1118頁
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| 著者（和）： |
松尾 豊史，遠藤 達巳，大友 敬三，福本 彦吉
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| タイトル（和）： |
鉄筋コンクリート製地中構造物の耐震性能照査法の開発（その４）材料非線形モデルに基づいた限界状態の設定
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| 抄録（和）： |
-
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| キーワード（和）： |
地中構造物，鉄筋コンクリート，限界状態，材料非線形モデル
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| 掲載雑誌（英）： |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| 著者（英）： |
Toyofumi Matsuo, Tatsumi Endoh, Keizo Ohtomo, Hikoyoshi Fukumoto
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| タイトル（英）： |
DEVELOPMENT OF EARTHQUAKE RESISTANCE PERFORMANCE VERIFICATION ON UNDERGROUND REINFORCED CONCRETE STRUCTURES (PART 4) ESTABLISHMENT OF LIMIT STATE BY WAY OF NONLINEAR ANALISIS BASED ON RC MATERIAL MODEL
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| 抄録（英）： |
The present paper deals with determination of limit state for underground reinforced concrete structures using a nonlinear analysis. To validate the nonlinear RC material model, the results obtained from a large shaking table and static loading tests on RC box culvert specimen were numerically correlated. The parametric analyses of reinforced concrete duct with various sizes and shapes are carried out to determine the deformation angel on the basis of numerical analysis. Conclusively, the limit state was established as maximum strength zone to global structure displacement by assuming that concrete compress strain is equal to 0.01 as limit value.
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| キーワード（英）： |
underground structure, reinforced concrete, limit state, nonlinear material model
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| 記事区分： |
-
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| 区分： |
委員会論文集 |
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