露出柱脚を有する鉄骨構造骨組の地震時応答性状
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- 長谷川 隆
- 建設省建築研究所第三研究部
書誌事項
- タイトル別名
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- Seismic response behavior of steel rigid frames having exposed-type column base
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説明
Major objectives of this study are to investigate the seismic response behavior of steel frames having exposed-type column base and the influence of some factors on seismic damage to the exposed-type column base. To achieve these objectives, the earthquake time-history response analysis using the fish-bone shaped model was carried out. In this paper, the results of the earthquake response analysis of the fish-bone shaped model are presented, and on the basis of these results, the author proposes the required plastic rotation capacity of exposed-type column base against strong earthquake ground motions. In order to evaluate the applicability of the proposed plastic rotation capacity of exposed-type column base, the earthquake time-history response analysis of the 3-story steel frames having exposed-type column base is also performed.
収録刊行物
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- 構造工学論文集.B
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構造工学論文集.B (46), 657-665, 2000-03-20
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
- 1572261552795097472
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- NII論文ID
- 110009705578
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- NII書誌ID
- AN10249636
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- ISSN
- 09108033
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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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- CiNii Articles