耐震補強に使用した鋼管添え柱の力学特性
書誌事項
- タイトル別名
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- MECHANICAL PROPERTIES OF STEEL PIPE ATTACHMENT METHOD APPLIED TO SEISMIC STRENGTHENING
説明
The steel pipe attachment method has been employed as a seismic strengthening technique for RC columns in cut and cover tunnels. In this method, two concrete-filled tubular steel columns are attached to the RC column from both sides, and they will prevent the, tunnel from collapse even if the RC columns undergo shearing failure. In order to appreciate the mechanical properties of the attached column, numerical analyses are accomplished. This paper presents the modeling of the RC and attached columns and then constructs an interaction analysis method. Several discussions are carried out through comparison between the numerical and the experimental results.
収録刊行物
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- トンネル工学研究発表会論文・報告集
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トンネル工学研究発表会論文・報告集 10 87-94, 2000
公益社団法人 土木学会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390001205398636544
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- NII論文ID
- 130004386900
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- ISSN
- 18849091
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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
