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曲線橋 (後谷橋) の載荷試験について
https://doi.org/10.24517/00011809
https://doi.org/10.24517/000118099a20e6b6-6d08-4a44-8244-ed771739e4a9
名前 / ファイル | ライセンス | アクション |
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AN00044309-3-4-56.pdf (227.3 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 | 曲線橋 (後谷橋) の載荷試験について | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Static and Dynamic Responses of the Curved Beam Bridge : Ushirodani 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 | 10.24517/00011809 | |||||
ID登録タイプ | JaLC | |||||
著者 |
小堀, 為雄
× 小堀, 為雄× 吉田, 博 |
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著者別表示 |
Kobori, Tameo
× Kobori, Tameo× Yoshida, Hiroshi |
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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 4, p. 56-64, 発行日 1964-11-01 |
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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 | In this paper, the authors describe the results of measurement of static and dynamic responses of the curved beam bridge (Ushirodani bridge, the radius of curvature of the inside girder and the outside girder of the bridge is 20.7m and 25.5m, respectively, and interior angle is 55°) under a live load. These results were measured by wire strain gauges and deflection gauges, and compared with the designed values, and it was found that (1)in actual, this bridge was acted as composite girder for all that was designed as uncomposite girder, (2)natural frequency of this bridge was 7cps, impact coefficient was 0.3 ~ 0.7. |
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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 |