書誌事項
- タイトル別名
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- EVALUATION METHOD OF SHEAR CAPACITY OF REINFORCED CONCRETE WALLS IN CONSIDERATION OF TRI-DIRECTIONAL LOADING
抄録
<p>Tri-directional loading tests were conducted with out-of-plane deformation and axial force conditions as parameters. The in-plane maximum load capacity was reduced by 8.8% due to out-of-plane deformation and varying axial load. The results were discussed along with previous experiments by the authors. As a result, it was found that the out-of-plane deformation reduced the maximum load capacity by 19% compared to that under uni-directional loading, while the axial force variation reduced that by 2% compared to that under constant axial load. An evaluation method considering tri-directional loading proposed by the authors could accurately evaluate the in-plane shear capacity.</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 87 (802), 1225-1236, 2022-12-01
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
- 1390294276475464832
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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
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可