書誌事項
- タイトル別名
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- SEISMIC PERFORMANCE AND RETROFIT OF BEAM-TO-COLUMN CONNECTION FOR EARLY HIGH-RISE BUILDINGS
- ショキ チョウコウソウ チョウタテモノ チュウリョウ セツゴウブ ガ ホユウスル ヘンケイ セイノウ ト セツゴウブ カイリョウ コウカ ノ ケンショウ
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抄録
This paper presents results of full-scale tests conducted to evaluate deformation capacity, failure mode and possible effective retrofit of welded beam-to-column connection adopted in moment frames for early high-rise buildings around 1970s. Test specimens are designed and fabricated to retrofit the moment connections in the 1970s by strengthening of the web connections and improvement of welding detail according to the latest practice. Loading tests are conducted by the cyclic loading protocol to simulate the response of frames subjected to long-period ground motions. The test results are compared with the results on original connections and the effectiveness of the strengthened web-joints on deformation capacity is revealed. The obtained capacity of specimens satisfied deformation demand predicted by numerical response analysis.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 74 (636), 367-374, 2009
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
- 1390282680582574592
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- NII論文ID
- 110007085606
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- HANDLE
- 2433/152255
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- NDL書誌ID
- 10170913
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- データソース種別
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- JaLC
- IRDB
- NDL
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- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可