書誌事項
- タイトル別名
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- ESTIMATION OF SHEAR AND AXIAL FORCE FOR STEEL COLUMN JOINTS AND SEISMIC STRENGTH OF MULTI-STORY STEEL MOMENT RESISTING FRAMES WITH NEW COLUMN SUPPORT SYSTEM
- アタラシイ チュウ キャク キコウ オ ユウスル テッコツ ラーメン ホネグミ ノ シュウキョク タイシン ノウリョク オヨビ テッコツ チュウ シテンブ ノ サヨウリョク ノ サンテイホウ
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抄録
In the steel frames, the column base is allowed to yield after beam yielding subjected to large earthquake in Japanese design codes such as &ldauo;The Building Standard Low of Japan” by Building Center of Japan. If the frames have unexpected seismic horizontal force, the soft story mechanism may occur. To prevent the plastic collapse of the column on 1st story, our previous paper suggested the new column support system on 1st story, which consist of the reinforced concrete downside column and the steel topside column. In this paper, the virtual work method is applied to estimate the damage distribution and the collapse deformation capacity of the steel moment resisting frames with these support systems, and the shear and axial demands the column joints on 1st story are clarified.
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 78 (688), 1149-1158, 2013
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
- 1390282680582336512
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- NII論文ID
- 130004752691
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 024688045
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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