EVALUATION METHOD OF SHEAR CAPACITY OF REINFORCED CONCRETE WALLS IN CONSIDERATION OF TRI-DIRECTIONAL LOADING
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- YAMADA Ryo
- Architecture and Architectural Engineering, Kyoto University / JSPS
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- TANI Masanori
- Architecture and Architectural Engineering, Kyoto University
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- NISHIYAMA Minehiro
- Architecture and Architectural Engineering, Kyoto University
Bibliographic Information
- Other Title
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- 三次元載荷条件を考慮した鉄筋コンクリート造耐震壁のせん断終局耐力評価手法
Abstract
<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>
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 87 (802), 1225-1236, 2022-12-01
Architectural Institute of Japan
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Keywords
Details 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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- Text Lang
- ja
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- Data Source
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- JaLC
- Crossref
- KAKEN
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- Abstract License Flag
- Disallowed