| 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： |
1097-1102頁
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| 著者（和）： |
大友 敬三，末広 俊夫，河井 正，金谷 賢生
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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１）大型振動台実験に基づく塑性変形評価とその適用
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| 抄録（和）： |
-
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| キーワード（和）： |
地中構造物，耐震設計，動的相互作用，動的解析
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| 掲載雑誌（英）： |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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| 著者（英）： |
Keizo Ohtomo, Toshio Suehiro, Tadashi Kawai, Kensei Kanaya
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| タイトル（英）： |
DEVELOPMENT OF EARTHQUAKE RESISTANCE PERFORMANCE VERIFICATION ON UNDERGROUND REINFORCED CONCRETE STRUCTURES (PART 1) SOME ASPECTS ON PLASTIC DEFORMATION PERFORMANCE AND THEIR APPLICATION TO VERIFICATION SYSTEM BASED ON A LARGER-SCALE SHAKE TABLE TEST
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| 抄録（英）： |
The present paper develops some experimental aspects and frame works of numerical analysis correlations for constructing earthquake resistance performance verification system on underground reinforced concrete structures. A larger-scale shake table tests were carried out in an effort to identify plastic deformation aspects of such structures under two dimensional dynamic soil-structure interactions. As a result, plastic deformation features and relevant soil-structure interaction nature under a large ground strain level are presented. Test data for numerical analysis correlations are compiled and required capabilities for a numerical analysis are also discussed.
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| キーワード（英）： |
underground structure, earthquake resistant design, dynamic soil-structure interaction, dynamic analysis
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| 記事区分： |
-
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| 区分： |
委員会論文集 |
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