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Ultimate Strength and Ductility of Stiffened Steel Tubular Bridge Piers
http://hdl.handle.net/2298/26241
http://hdl.handle.net/2298/26241287ebb8e-73b2-44e5-b795-3d7668fdfa88
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
IJOSS10-06(Wang).pdf (640.3 kB)
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2013-01-04 | |||||
| タイトル | ||||||
| タイトル | Ultimate Strength and Ductility of Stiffened Steel Tubular Bridge Piers | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 主題 | Ductility, Ultimate strength, Inner cruciform plate, Stiffener plate, Outer tube, Concrete-filled | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
Wang, Zhanfei
× Wang, Zhanfei× Yamao, Toshitaka |
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| 別言語の著者 |
山尾, 敏孝
× 山尾, 敏孝 |
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| 内容記述 | ||||||
| 内容記述 | This paper presents the ultimate strength and ductility of steel tubular bridge piers with the inner cruciform plates, the stiffener plates, the concrete-filled sections and the outer tube subjected to monotonic and cyclic horizontal loads. Numerical analyses were carried out using the finite element package MARC. Firstly, to check the validity of the numerical analysis, the analytical results of the steel tubular columns with the inner cruciform plates, the concrete filled sections and the outer tube were compared with the previous experimental results. Secondly, the effects of the radius-to-thickness ratio parameter and the slenderness ratio parameter on seismic performance (the ductility, the ultimate strength etc.) of these steel tubular piers were examined. Numerical results indicated that the steel column with inner cruciform plates was able to improve the ultimate strength and ductility of the steel tubular piers. | |||||
| 書誌情報 |
International Journal of Steel Structures 巻 11, 号 1, p. 81-90, 発行年 2011-03 |
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| ISSN | ||||||
| 収録物識別子 | 15982351 | |||||
| DOI | ||||||
| 関連タイプ | isVersionOf | |||||
| 関連識別子 | 10.1007/S13296-011-1007-5 | |||||
| 権利 | ||||||
| 権利情報 | © 2011 Springer Verlag | |||||
| フォーマット | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | application/pdf | |||||
| 形態 | ||||||
| 640323 bytes | ||||||
| 著者版フラグ | ||||||
| 出版タイプ | AM | |||||
| 日本十進分類法 | ||||||
| 主題Scheme | NDC | |||||
| 主題 | 515 | |||||
| 出版者 | ||||||
| 出版者 | Springer Verlag | |||||
| 出版者 | ||||||
| 出版者 | Korean Society of Steel Construction | |||||
| 資源タイプ | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | 論文(Article) | |||||
| 資源タイプ・ローカル | ||||||
| 雑誌掲載論文 | ||||||
| 資源タイプ・NII | ||||||
| Journal Article | ||||||
| 資源タイプ・DCMI | ||||||
| text | ||||||
| 資源タイプ・ローカル表示コード | ||||||
| 01 | ||||||
| URL | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | http://link.springer.com/article/10.1007%2FS13296-011-1007-5 | |||||
