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New Canadian Highway Bridge Design Code design provisions for fibre-reinforced structures
https://sucra.repo.nii.ac.jp/records/13067
https://sucra.repo.nii.ac.jp/records/1306729ed6d39-1384-48ef-8d99-9ed2eddfaa51
名前 / ファイル | ライセンス | アクション |
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A1002414.pdf (2.5 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2008-01-30 | |||||
タイトル | ||||||
タイトル | New Canadian Highway Bridge Design Code design provisions for fibre-reinforced structures | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | beams | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | bridges | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | concrete | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | decks | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | fibre-reinforced-polymer reinforcement | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | fibre-reinforced-polymer sheets | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | prestressing | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | repair | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | strengthening | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | wood | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
著者 |
Mufti, A. A.
× Mufti, A. A.× Bakht, B.× Banthia, N.× Benmokrane, B.× Desgagne, G.× Eden, R.× Erki, M. -A.× Karbhari, V.× Kroman, J.× Lai, D.× 町田, 篤彦× Neale, K.× Tadros, G.× Taljsten, B. |
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著者 ローマ字 | ||||||
Mufti, A. A. | ||||||
著者 ローマ字 | ||||||
Bakht, B. | ||||||
著者 ローマ字 | ||||||
Banthia, N. | ||||||
著者 ローマ字 | ||||||
Benmokrane, B. | ||||||
著者 ローマ字 | ||||||
Desgagne, G. | ||||||
著者 ローマ字 | ||||||
Eden, R. | ||||||
著者 ローマ字 | ||||||
Erki, M. -A. | ||||||
著者 ローマ字 | ||||||
Karbhari, V. | ||||||
著者 ローマ字 | ||||||
Kroman, J. | ||||||
著者 ローマ字 | ||||||
Lai, D. | ||||||
著者 ローマ字 | ||||||
Machida, Atsuhiko | ||||||
著者 ローマ字 | ||||||
Neale, K. | ||||||
著者 ローマ字 | ||||||
Tadros, G. | ||||||
著者 ローマ字 | ||||||
Taljsten, B. | ||||||
著者 所属 | ||||||
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著者 所属 | ||||||
著者 所属 | ||||||
著者 所属 | ||||||
埼玉大学 | ||||||
著者 所属(別言語) | ||||||
著者 所属(別言語) | ||||||
著者 所属(別言語) | ||||||
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著者 所属(別言語) | ||||||
Saitama University | ||||||
書誌情報 |
CANADIAN JOURNAL OF CIVIL ENGINEERING 巻 34, 号 3, p. 267-283, 発行日 2004 |
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年月次 | ||||||
2007-3 | ||||||
出版者名 | ||||||
出版者 | National Research Council Canada | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 03151468 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | info:doi/10.1139/L06-137 | |||||
関連サイト | ||||||
内容記述タイプ | Other | |||||
内容記述 | http://pubs.nrc-cnrc.gc.ca/rp-ps/journalDetail.jsp?jcode=cjce&lang=eng | http://pubs.nrc-cnrc.gc.ca/rp-ps/journalDetail.jsp?jcode=cjce&lang=eng | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This paper presents a synthesis of the design provisions of the second edition of the Canadian Highway Bridge Design Code (CHBDC) for fibre-reinforced structures. New design provisions for applications not covered by the first Aition of the CHBDC and the rationale for those that remain unchanged from the first edition are given. Among the new design provisions are those for glass-fibre-reinforced polymer as both primary reinforcement and tendons in concrete; and for the rehabilitation of concrete and timber structures with externally bonded fibre-reinforced-polymer (FRP) systems or near-surface-mounted reinforcement. The provisions for fibre-reinforced concrete deck slabs in the first edition have been reorganized in the second edition to explicitly include deck slabs of both cast-in-place and precast construction and are now referred to as externally restrained deck slabs, whereas deck slabs containing internal FRP reinforcement are referred to as internally restrained deck slabs. Resistance factors in the second edition have been recast from those in the first edition and depend on the condition of use, with a further distinction made between factory- and field-produced FRP. In the second edition, the deformability requirements for FRP-reinforced and FRP-prestressed concrete beams and slabs of the first edition have been split into three subclauses covering the design for deformability, minimum flexural resistance, and crack-control reinforcement. The effect of sustained loads on the strength of FRPs is accounted for in the second edition by limits on stresses in FRP at the serviceability limit state. | |||||
版 | ||||||
[出版社版] | ||||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | text | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
作成日 | ||||||
日付 | 2008-01-30 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
A1002414 |