書誌事項
- タイトル別名
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- Evaluations about factor of effective concrete width of RC column- S beam joints with a cover plate in shearing capacity
抄録
<p>The effective concrete width of 13 beam-through type reinforced concrete column-steel beam joints with a cover plate was analyzed in this study, it was found that the factor of effective concrete width of test specimens decreased with the increase of column-to-beam width ratio when the column-to-beam ratio was less than 3.2. Based on the analysis, the factor of effective concrete width was proposed, and it was found that the shear strength of the test specimens is better agreement with test results than AIJ Recommendations for Design Mixed Structurers Composed of Reinforced Concrete Columns and Steel Beams and formula proposed by Sakaguchi Noboru.</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 70B (0), 273-279, 2024
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
- 1390581224765271424
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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
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- 抄録ライセンスフラグ
- 使用可