書誌事項
- タイトル別名
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- Numerical analysis about impact resistant behavior of a RC rock-shed with three-layer absorbing system
- サンソウ カンショウ コウゾウ オ セッチ シタ RCセイ ロックシェッド ノ タイショウゲキ キョドウ ニ カンスル スウチ カイセキテキ ケントウ
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抄録
In this study, to establish a simple and rational numerical analysis procedure of RC rock-shed for practical design use, three dimensional dynamic frame analysis of full-scale rock-shed with TLAS was performed. An applicability of proposed analysis method was verified by comparing experimental results, such as distributions of bending moment and displacement. As a results, it was confirmed that since the impact response behavior of rock-shed can be precisely estimated by applying the proposed analysis method, it was effective tool for practical design use of rock-shed.
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 61A (0), 1024-1033, 2015
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390282680259924352
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- NII論文ID
- 130005438989
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- NII書誌ID
- AA12210243
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- ISSN
- 18816614
- 1881820X
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- NDL書誌ID
- 026318749
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可