書誌事項
- タイトル別名
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- JOINT HINGING FAILURE AND AXIAL FAILURE OF REINFORCED CONCRETE CORNER COLUMN-BEAM JOINT UNDER VARYING AXIAL AND BI-LATERAL LOADS
抄録
<p>Joint hinging failure and succeeding axial failure of a R/C corner column-beam joint were investigated by static tests with three-dimensional beam-column subassemblages under varying axial and bi-lateral loads, where the axial compression stress ratio ranged from 0 to 0.13. Corner joints suffering joint-hinging failure were not able to sustain column axial load at a story drift angle of 3% to 4%, resulted in joint axial failure. This was caused by crushing of joint core concrete, pull-out of a 135-degree hook of joint lateral hoops due to dilation of joint concrete, and buckling of column longitudinal bars in the joint region.</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 (792), 217-228, 2022-02-01
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
- 1390290929786418944
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- NII論文ID
- 130008149714
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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
- CiNii Articles
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可