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不等径間を有する2主鈑桁橋の最適耐震設計
https://doi.org/10.57375/00000038
https://doi.org/10.57375/00000038d68a6957-550e-403f-8812-e50149ca869b
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
kiyou4227.pdf (7.4 MB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2012-08-01 | |||||
| タイトル | ||||||
| タイトル | 不等径間を有する2主鈑桁橋の最適耐震設計 | |||||
| タイトル | ||||||
| タイトル | OPTIMUM SEISMIC DESIGN OF UNEQUAL-SPAN CONTINUOUS BRIDGE SYSTEM WITH TWO STEEL MAIN GIRDERS | |||||
| 言語 | en | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | bridge system with two steel main girders | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | optimum seismic design | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | design of experiments | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | level 2 earthquakes | |||||
| 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 | 10.57375/00000038 | |||||
| ID登録タイプ | JaLC | |||||
| 著者 |
谷脇, 一弘
× 谷脇, 一弘× Taniwaki, Kazuhiro |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | In this study, the applicability and feasibility of the optimum seismic design system with the design of experiments to unequal-span continuous bridge system with two steel main girders is investigated. In the design formulation, the heights of rubber bearings, cross-sectional dimensions and amount of steel reinforcements for RC piers and the detail of concrete pile foundation are taken into account as the design variables. The relative horizontal displacements of rubber bearings, the ductile factor of RC piers, and the yield constraint on the cast-in-place concrete pile foundation are the ultimate performance constraints due to the level 2 earthquakes. In a numerical example, the determination process of optimum solution is demonstrated for a 5-span continuous bridge system with two steel main girders subjected to the type-I standard acceleration wave in the level 2 earthquakes. The applicability of the design method to the bridge system with two steel main girders is illustrated. | |||||
| 書誌情報 |
福井工業大学研究紀要 号 42, p. 230-242, 発行日 2012-08-01 |
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| 出版者 | ||||||
| 出版者 | 福井工業大学 | |||||
| 書誌レコードID | ||||||
| 識別子タイプ | NCID | |||||
| 関連識別子 | TF00008497 | |||||
| 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 | |||||
