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  1. 紀要掲載論文
  2. 北見工業大学研究報告
  3. Vol.32

寒冷地のコンクリート構造物の高品質化のための3次元温度応力解析をもちいた各種施工の研究

https://kitami-it.repo.nii.ac.jp/records/6781
853ade6c-3c8a-4089-af62-68a031774994
名前 / ファイル ライセンス アクション
32-2-1.pdf 32-2-1.pdf (2.7 MB)
Item type 紀要論文 / Departmental Bulletin Paper(1)
公開日 2007-04-09
タイトル
タイトル 寒冷地のコンクリート構造物の高品質化のための3次元温度応力解析をもちいた各種施工の研究
言語
言語 jpn
資源タイプ
資源 http://purl.org/coar/resource_type/c_6501
タイプ departmental bulletin paper
その他のタイトル
その他のタイトル Some construction methods with three-dimensional thermal and stress coupling analysis for high quality control of concrete structures in cold region
著者 桜井, 宏

× 桜井, 宏

WEKO 34246

桜井, 宏

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岡田, 包儀

× 岡田, 包儀

WEKO 34247

岡田, 包儀

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坪井, 祐香里

× 坪井, 祐香里

WEKO 34248

坪井, 祐香里

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山口, 克博

× 山口, 克博

WEKO 34249

山口, 克博

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佐伯, 昇

× 佐伯, 昇

WEKO 34250

佐伯, 昇

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金, 南明

× 金, 南明

WEKO 34251

金, 南明

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吉田, 稔

× 吉田, 稔

WEKO 34252

吉田, 稔

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大原, 健一

× 大原, 健一

WEKO 34253

大原, 健一

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米田, 克幸

× 米田, 克幸

WEKO 34254

米田, 克幸

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著者別名
識別子
識別子 34255
識別子Scheme WEKO
姓名
姓名 Hiroshi, SAKURAI
著者別名
識別子
識別子 34256
識別子Scheme WEKO
姓名
姓名 Kaneyoshi, OKADA
著者別名
識別子
識別子 34257
識別子Scheme WEKO
姓名
姓名 Yukari, TSUBOI
著者別名
識別子
識別子 34258
識別子Scheme WEKO
姓名
姓名 Katsuhiro, YAMAGUCHI
著者別名
識別子
識別子 34259
識別子Scheme WEKO
姓名
姓名 Noboru, SAEKI
著者別名
識別子
識別子 34260
識別子Scheme WEKO
姓名
姓名 Nankyoku, KIM
著者別名
識別子
識別子 34261
識別子Scheme WEKO
姓名
姓名 Minoru, YOSHIDA
著者別名
識別子
識別子 34262
識別子Scheme WEKO
姓名
姓名 Kenichi, OHARA
著者別名
識別子
識別子 34263
識別子Scheme WEKO
姓名
姓名 Katsuyuki, MAIDA
抄録
内容記述タイプ Abstract
内容記述 The purpose of this research is to control cracking of concrete structures that undergo repeated freezing and thawing in winter in cold regions by applying three dimensional thermal and stress coupling analysis. The temperature, strain, stress etc. of each construction method are examined to improve the process of quality improvement. By applying the equation of three dimensional thermal and stress coupling analysis, this study examined potential for and control of the cracks in concrete structures in the regions, especially in a three dimensional short span of the structure. Relieving restraints on the existing base concrete by a retarder concrete layer, the effects of crack prevention of a crack were better than with either fiber concrete and reinforcing ku concrete. It is necessary to examine the mix proportion suitable for each construction method, because the consistency of the concrete will differ by the construction method.
書誌情報 北見工業大学研究報告

巻 32, 号 2, p. 1-7, 発行日 2001-03
フォーマット
内容記述タイプ Other
内容記述 application/pdf
出版者
出版者 北見工業大学
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