書誌事項
- タイトル別名
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- EFFECT OF THE ANCHORAGE TYPE ON ULTIMATE SHEAR STRENGTH OF REINFORCED CONCRETE BEAM-COLUMN JOINT WITH DIFFERENT FLOOR LEVELS
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抄録
<p>This report showed experiment results of beam-cloumn joint with different floor levels on beam. The purpose of this experiment is comparing the effect that the anchorage type exerts on ultimate shear strength of beam-cloumn joint. The experiment was conducted on one direction gradual increase loading, and two specimens with different anchorage types of the main bars of beam were designed. The conclusion is as follows: Compared to the specimen with development by 90-degree hook, the ultimate shear strength of the specimen with straight development was increased, however the strength was more dramatically deteriorated.</p>
収録刊行物
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- 日本建築学会技術報告集
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日本建築学会技術報告集 27 (65), 237-241, 2021-02-20
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
- 1390850092196505216
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- NII論文ID
- 130007988523
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- NII書誌ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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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
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- 抄録ライセンスフラグ
- 使用不可