書誌事項
- タイトル別名
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- EFFECT OF TRI-DIRECTIONAL LOADING CONDITION ON SHEAR CAPACITY OF REINFORCED CONCRETE WALLS
抄録
<p>This study investigates the effect of tri-directional loading on the in-plane shear ultimate capacity of shear walls through loading tests and finite element analysis. The evaluation method considering tri-directional loading conditions for shear capacity of walls is modified and is applied to various sections including rectangular sections, and a low standard deviation of 0.04 or less is achieved for each test specimen shape, enabling high-precision evaluation. Results show an average safety factor of 1.28 using the Hirosawa mean equation with an out-of-plane deformation angle of 1.5%, based on past experimental databases.</p>
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 89 (815), 86-97, 2024-01-01
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
- 1390580143068458240
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- ISSN
- 18818153
- 13404202
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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
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- 抄録ライセンスフラグ
- 使用不可