書誌事項
- タイトル別名
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- STUDIES ON SEISMIC CHARACTERISTIC OF REINFORCED CONCRETE SPANDRELBEAM-COLUMN SUBASSEMBLAGES WITH STRUCTURAL SLITS : Part I The results of lateral loading tests of spandrel-beam-column subassemblages
- 構造目地を有する鉄筋コンクリート造腰壁付き骨組の力学的特性に関する研究-1-腰壁付きはり・柱十字形骨組の加力実験について
- コウゾウ メジ オ ユウスル テッキン コンクリートゾウ コシカベツキ ホネグ
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Non-structural concrete spandrels have often been used in reinforced concrete buildings because of a building design, construction cost, and performance of exterior walls. However, it is apparent from many earthquake experiences and such simulation tests that the concrete spandrels were not simply non-structural members but they greatly influence the failure modes and the behavior of the frame during an earthquake. Recently, a procedure of structural design and construction, which aims to reduce the undesirable effects of spandrels to frames by adopting the joint details, so-called "Structural Slit" where the spandrel is made partially and extremely thin, are studied and used in an actual structural design. This report is one of the studies on Structural Slit. The spandrel-beam-column subassemblages with different types of Structural Slits are tested under lateral load reversals in order to investigate the influence of the shape and the dimension of the Structural Slit on the strength and the behavior of a reinforced concrete frame.
収録刊行物
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- 日本建築学会構造系論文報告集
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日本建築学会構造系論文報告集 380 (0), 10-21, 1987
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
- 1390001205605340160
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- NII論文ID
- 110004657163
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- NII書誌ID
- AN10040177
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- ISSN
- 24330000
- 09108025
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- NDL書誌ID
- 3152824
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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
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可