送出し架設時の腹板座屈照査における基準の違いによる補強量差に関する研究
書誌事項
- タイトル別名
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- Study on the reinforcement quantity gap using different web panel stability verification method
抄録
<p>When using the launching erection method of steel bridges, the stability verification method of web plate buckling relative to the patch loading received from a launching apparatus, horizontal and vertical stiffeners are generally added to the web plates to ensure a safety factor. In this study, the reinforcement effect of these stiffeners was analyzed using standard stability verification method such as DASt012 and the Japan Society of Civil Engineers' Erection Design Guidelines. In addition, focusing on variation of load width, we studied the difference in reinforcement quantity required in each stability verification method. We clarified the role of stiffeners and the factors that reduce the difference in the reinforcement quantity by increasing the load width.</p>
収録刊行物
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- 構造工学論文集 A
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構造工学論文集 A 67A (0), 51-63, 2021
公益社団法人 土木学会
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詳細情報 詳細情報について
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- CRID
- 1390287706351487744
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- NII論文ID
- 130008025976
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- ISSN
- 1881820X
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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
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可