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  1. 紀要論文
  2. 琉球大学理工学部紀要 工学編
  3. 16号
  1. 部局別インデックス
  2. 工学部

繰り返し荷重のかかる連続プレキャスト合成桁の実験的研究

http://hdl.handle.net/20.500.12000/27535
http://hdl.handle.net/20.500.12000/27535
61a0464f-fd72-4fcf-97f8-07cf135e7cfc
名前 / ファイル ライセンス アクション
No16P113.pdf No16P113.pdf
Item type デフォルトアイテムタイプ(フル)(1)
公開日 2013-09-17
タイトル
タイトル 繰り返し荷重のかかる連続プレキャスト合成桁の実験的研究
言語 ja
作成者 大城, 武

× 大城, 武

ja 大城, 武

Oshiro, Takeshi

× Oshiro, Takeshi

en Oshiro, Takeshi

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 Expansion joints of a bridge are not desirable for riding quality and smooth passage of vehicles in addition to difficulties of assuring good maintenance of highways. Therefore, several techniques have been proposed to construct continuous structures. These techniques have shown undesirable tendencies in economical view points since they require complex processes in field. The main purpose of this experimental research is to investigate general behaviors of the continuous precast composite beams under cyclic loads, where unbonded P.C. bars and epoxy resin are used for connecting two precast beams. The behaviors of this type under static loads have been reported in the previous paper, in which continuity at the connection is guaranteed. The results of this research indicate also excellent continuity under cyclic loads without losing any bending rigidity up to practical limit and the technique proposed herein will improve methods in constructing bridges with multiple-spans.
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/20.500.12000/27535
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 16, p. 113-125
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