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連続合成桁橋の架設時における導入応力の測定について [第1報]
https://doi.org/10.24517/00011844
https://doi.org/10.24517/00011844769afdf8-eab2-456a-bc1d-1d964eedeb85
名前 / ファイル | ライセンス | アクション |
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AN00044309-3-1-34.pdf (229.3 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2017-10-03 | |||||
タイトル | ||||||
タイトル | 連続合成桁橋の架設時における導入応力の測定について [第1報] | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | On the measurement of transferred prestress at the erection of the composite girder bridge | |||||
言語 | ||||||
言語 | jpn | |||||
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 | departmental bulletin paper | |||||
ID登録 | ||||||
ID登録 | 10.24517/00011844 | |||||
ID登録タイプ | JaLC | |||||
著者 |
保田, 市兵衛
× 保田, 市兵衛× 枷場, 重正× 小堀, 為雄× 吉田, 博× 酒井, 雅夫 |
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著者別名 | ||||||
識別子Scheme | WEKO | |||||
識別子 | 112690 | |||||
姓名 | Hoda, Ichibee | |||||
著者別名 | ||||||
識別子Scheme | WEKO | |||||
識別子 | 72457 | |||||
識別子Scheme | e-Rad | |||||
識別子URI | https://kaken.nii.ac.jp/ja/search/?qm=30019690 | |||||
識別子 | 30019690 | |||||
姓名 | Hasaba, Shigemasa | |||||
著者別名 | ||||||
識別子Scheme | WEKO | |||||
識別子 | 111112 | |||||
識別子Scheme | e-Rad | |||||
識別子URI | https://kaken.nii.ac.jp/ja/search/?qm=20019714 | |||||
識別子 | 20019714 | |||||
姓名 | Kobori, Tameo | |||||
著者別名 | ||||||
識別子Scheme | WEKO | |||||
識別子 | 24195 | |||||
識別子Scheme | e-Rad | |||||
識別子URI | https://kaken.nii.ac.jp/ja/search/?qm=70019727 | |||||
識別子 | 70019727 | |||||
姓名 | Yoshida, Hiroshi | |||||
著者別名 | ||||||
識別子Scheme | WEKO | |||||
識別子 | 112752 | |||||
姓名 | Sakai, Masao | |||||
書誌情報 |
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University 巻 3, 号 1, p. 34-39, 発行日 1962-06-01 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0022-832X | |||||
NCID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00044309 | |||||
出版者 | ||||||
出版者 | 金沢大学工学部 = Faculty of Technology Kanazawa University | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | This paper describes the measurement of the prestress transferred at the· erection of a 3-span continuous composite girder in Tateyama highway bridge crossing the Joganji river in Toyama prefecture, and the comparison of the result with the calculated value. This bridge was designed and constructed to act as a composite girder on the intermediate supports as well as elsewhere by canceling the tensile stress of concrete slab due, to various· vertical loads with the compressive prestress transferred by the lowering of the girder on the intermediate supports and tensioning of the steel bars arranged in the concrete slab near those supports. |
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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 |