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連続合成桁橋(立山橋)の載荷試験について [第2報]
https://doi.org/10.24517/00011836
https://doi.org/10.24517/00011836f04758e9-c84a-4577-bb76-4da17e240bd4
名前 / ファイル | ライセンス | アクション |
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AN00044309-3-2-24.pdf (236.3 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(立山橋)の載荷試験について [第2報] | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Static and dynamic respons of the composite girder bridge: Tateyama 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 | 10.24517/00011836 | |||||
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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著者別表示 |
Hoda, Ichibee
× Hoda, Ichibee× Hasaba, Shigemasa× Kobori, Tameo× Yoshida, Hiroshi× Sakai, Masao |
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書誌情報 |
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University 巻 3, 号 2, p. 24-33, 発行日 1963-12-01 |
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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 Tateyama bridge, crossed the Joganji river in Toyama prefecture, 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. In a previous paper, we described the measurement of the prestress transferred at the erection of this bridge. In this paper, we report the results of measurement of static and dynamic response of the 2 and 3-span continuous composite girders in this bridge under a live load. |
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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 |