書誌事項
- タイトル別名
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- INELASTIC SHEAR BEHAVIOR OF RIGID MOMENT-RESISTING CONNECTIONS IN CRUCIFORM STEEL REINFORCED CONCRETE FRAMES (Part 3)
- 十字形骨組で構成される鉄骨鉄筋コンクリート柱はり接合部のせん断破壊に関する実験的研究-3-
- ジュウジガタ ホネグミ デ コウセイサレル テッコツ テッキン コンクリート
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抄録
An experimental study is made to know the effect of working axial compression on the reductionof load carrying capacity of interior beam-to-column connection in steel reinforced concrete frames.Experimental variable is the ratio of applied axial compression to the ultimate compressive strength.Main discussion is concentrated on the shear strength, failure mechanism, strain history of webpanel and flange portion and hysteretic characteristics involved in the large deformation range undermonotonic and repeated loading. It is concluded that the load carrying capacity of beam-to-columnconnection that is supposed to fail in shear is hardly affected by magnitude of axial compressionon column
収録刊行物
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- 京都大学防災研究所年報. B
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京都大学防災研究所年報. B 24 (B-1), 225-243, 1981-04-01
京都大学防災研究所
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詳細情報 詳細情報について
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- CRID
- 1050845760506497408
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- NII論文ID
- 120001113356
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- NII書誌ID
- AN00027784
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- ISSN
- 0386412X
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- HANDLE
- 2433/70434
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- NDL書誌ID
- 2311146
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- 本文言語コード
- ja
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- 資料種別
- departmental bulletin paper
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- データソース種別
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- IRDB
- NDL
- CiNii Articles