書誌事項
- タイトル別名
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- INELASTIC SHEAR BEHAVIOR OF RIGID MOMENT-RESISTING CONNECTIONS IN T-SHAPED STEEL REINFORCED CONCRETE FRAMES
- T ジケイ 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 チ
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抄録
The main objective of this investigation was to study the shear behavior of T-type beam-to-column connections in steel reinforced concrete frames subjected to monotonic and alter-nately repeated loading. Sixteen specimens which were designed so as to prevent flexural andshear failure of beam and column elements were tested, whose connection panels were madeof pure steel, pure concrete or steel-and-concrete. The effects of the ratio of beam width tocolumn width on the behavior of connections were investigated. Main discussion wasconcentrated on shear strength, deformability, hypothetical failure mechanism and shapes ofhysteresis curves of connections. The analytical model was formulated to simulate thebehavior of the test specimens and comparisons were made between the calculated andobserved behaviors.
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 20 (B-1), 109-132, 1977-04-01
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
- 1050564285529707008
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- NII論文ID
- 120001098078
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- NII書誌ID
- AN00027784
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- ISSN
- 0386412X
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- HANDLE
- 2433/70129
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- NDL書誌ID
- 1911981
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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