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  1. 紀要論文
  2. 琉球大学理工学部紀要 工学編
  3. 14号
  1. 部局別インデックス
  2. 工学部

負の曲げを受ける断続合成桁の一実験

http://hdl.handle.net/20.500.12000/26916
http://hdl.handle.net/20.500.12000/26916
6d7aa5f8-831e-4776-b85d-041c9e4fbe8d
名前 / ファイル ライセンス アクション
No14P113.pdf No14P113.pdf
Item type デフォルトアイテムタイプ(フル)(1)
公開日 2013-07-18
タイトル
タイトル 負の曲げを受ける断続合成桁の一実験
言語 ja
作成者 浜田, 純夫

× 浜田, 純夫

ja 浜田, 純夫

佐久川, 政健

× 佐久川, 政健

ja 佐久川, 政健

渡慶次, 一彦

× 渡慶次, 一彦

ja 渡慶次, 一彦

Hamada, Sumio

× Hamada, Sumio

en Hamada, Sumio

Sakugawa, Seiken

× Sakugawa, Seiken

en Sakugawa, Seiken

Tokeshi, Kazuhiko

× Tokeshi, Kazuhiko

en Tokeshi, Kazuhiko

アクセス権
アクセス権 open access
アクセス権URI http://purl.org/coar/access_right/c_abf2
内容記述
内容記述タイプ Other
内容記述 Composite girders are used extensively as highway bridges and the most of them are simple span girders. Although continuous composite girders are more economical, give better driving conditions, and have greater capacity than simple span girders, they have not been used much because of complicate construction where prestressing is involved in negative moment regions. The alternative method results in continuous composite girders with normal reinforcement in concrete slab in the region of negative bending. Composite girders with no shear connectors in the negative moment region have been specified in AASHO Specification. Such composite girders are commonly practiced in the United States, although the area of reinforcing bars in the slab is neglected in the analysis. The present paper describes the test results of composite beams with shear connectors at the beam ends, which are subjected to negative bending. The test results show that the reinforcement is effective to tension stress produced in the concrete slab and that the ultimate moment of the beams tested are higher the theoretical ultimate moment. However, composite beams with shear connectors at the beam ends are more flexible than normal composite beams.
内容記述タイプ Other
内容記述 紀要論文
出版者
言語 ja
出版者 琉球大学理工学部
言語
言語 jpn
資源タイプ
資源タイプ departmental bulletin paper
資源タイプ識別子 http://purl.org/coar/resource_type/c_6501
出版タイプ
出版タイプ VoR
出版タイプResource http://purl.org/coar/version/c_970fb48d4fbd8a85
識別子
識別子 http://hdl.handle.net/20.500.12000/26916
識別子タイプ HDL
収録物識別子
収録物識別子タイプ ISSN
収録物識別子 0387-429X
収録物識別子タイプ NCID
収録物識別子 AN00250785
収録物名
言語 ja
収録物名 琉球大学理工学部紀要. 工学篇
書誌情報
号 14, p. 113-124
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