繰返し衝撃荷重を受ける鉄筋コンクリート版の押抜きせん断抵抗性能評価に関する実験的研究
書誌事項
- タイトル別名
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- Experimental study on evaluation of punching shear resistance of RC slabs subjected to repeated impact loads
説明
Structural behavior and residual structural capacity of 2-way reinforce concrete (RC) slabs against punching shear failure were investigated through static loading tests after falling-weight impact loading tests. It was found that punching shear capacity of RC slabs damaged by repeated impact loads slightly decreases compared with non-damaged slabs just before the occurrence of punching shear crack. It was also found that punching shear capacity rapidly declines after formation of cracks due to punching shear at the bottom surface of the slabs. Based on the test results, the method to evaluate punching shear resistance of RC slabs subjected to repeated impact loads was proposed. Furthermore, the applicability of the proposed method to 1-way slab was examined.
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 58A (0), 967-980, 2012
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
- 1390001205283373696
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- NII論文ID
- 130004950632
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- ISSN
- 1881820X
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- 本文言語コード
- ja
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- 資料種別
- journal article
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- データソース種別
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- JaLC
- CiNii Articles
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可
