書誌事項
- タイトル別名
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- EFFECT OF FORK RESTRAINT OF COLUMN ON LATERAL BUCKLING BEHAVIOR FOR H-SHAPED STEEL BEAMS WITH CONTINUOUS BRACES UNDER FLEXURAL MOMENT GRADIENT
説明
<p>When a steel moment-resisting frame deforms horizontally, H-shaped beams are subjected to the flexural moment gradient. Generally, H-shaped beams are rigidly connected to the box section columns possessing the large fork restraint. Further, continuous braces on the top flange effectively prevent lateral buckling. In this paper, the lateral buckling behavior of continuously braced H-shaped beams with the fork restraint under the flexural moment gradient is clarified theoretically and analytically. Additionally, the elastoplastic buckling stresses of beams and lateral restraint force and rotational restraint moment of continuous braces are evaluated, reflecting the flexural moment gradient and constraint at the beam end.</p>
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 87 (793), 316-327, 2022-03-01
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
- 1390573242447831808
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- NII論文ID
- 130008165300
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- ISSN
- 18818153
- 13404202
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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
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可