書誌事項
- タイトル別名
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- EFFECT OF OUT-OF-PLANE LOADING CONDITIONS ON SHEAR BEHAVIOR OF RC SHEAR WALLS
抄録
<p>Bi-directional loading tests on reinforced concrete walls were conducted with out-of-plane deformation and height of contraflexure point as parameters. The experimental results were discussed with FE analysis. The reduction of the in-plane load capacity due to out-of-plane loading was smaller when the wall was bent in single curvature compared to when in double curvature in the out-of-plane direction. An evaluation method of the in-plane shear capacity considering tri-directional loading proposed by the authors can capture the experimental results of the nine wall specimens with a margin of error ranging from -3 to +9%.</p>
収録刊行物
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- 構造工学論文集B
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構造工学論文集B 69B (0), 256-267, 2023
一般社団法人 日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390295679775923712
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- ISSN
- 24366285
- 09108033
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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
- Crossref
- KAKEN
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- 抄録ライセンスフラグ
- 使用可