書誌事項
- タイトル別名
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- EXPERIMENTAL STUDY ON STRUCTURAL PERFORMANCE OF PRECAST RC BEAM-COLUMN JOINTS BY LOADING TESTS
- カリョク ジッケン ニ ヨル プレキャスト チュウ リョウセツゴウブ ノ コウゾウ セイノウ ニ カンスル ジッケンテキ ケンキュウ
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抄録
Loading tests were conducted using column-beam joint specimens with such a shear-bending capacity ratio in the panel zone as specified for practical design. 1) The Q-R curve indicated stable and ductile hysteresis with no rapid strength reduction beyond the maximum strength. 2) No difference was found in Q-R curve envelope between PCa and RC specimens. 3) The maximum strength at the column-beam joint where flexural yielding of the beam preceded could be accurately evaluated by ACI equation for beams. 4) No difference was found between PCa and RC specimens in the relation between equivalent viscous damping factor and inter-story displacement.
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 19 (43), 917-922, 2013
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
- 1390001205171703168
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- NII論文ID
- 130004932941
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- NII書誌ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- HANDLE
- 2241/00132044
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- NDL書誌ID
- 024923356
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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
- IRDB
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可