水平2方向地動を受ける鋼構造骨組の適正な柱梁耐力比
書誌事項
- タイトル別名
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- PERTINENT COLUMN-TO-BEAM STRENGTH RATIO OF STEEL FRAMES SUBJECTD TO HORIZONTAL BIDIRECTIONAL GROUND MOTIONS
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説明
This research is concerned with the pertinent column-to-beam strength ratio of 3D multi-storied steel moment frames. Analyses were carried out by using bidirectional ground motions transformed into the direction of strong and weak axes. The maximum value of the maximum story drift angle of the frames, which is subjected to bidirectional ground motions in arbitrary directions, is represented by the angle, which is subjected to one directional ground motion along the direction where the strength of the frame is the maximum. Based on the reasons reported above and the result of a previous study on 2D frames, the pertinent column-to-beam strength ratio of 3D steel frames can be expressed by a function of the input energy level.
収録刊行物
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- 鋼構造論文集
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鋼構造論文集 17 (67), 67_53-67_64, 2010
一般社団法人 日本鋼構造協会
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詳細情報 詳細情報について
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- CRID
- 1390282680291941248
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- NII論文ID
- 130004955750
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- ISSN
- 18840329
- 18809928
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- 本文言語コード
- en
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- 資料種別
- journal article
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- データソース種別
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- JaLC
- CiNii Articles
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可
