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| ファイル | 記述 | サイズ | フォーマット | |
|---|---|---|---|---|
| eqe.2662.pdf | 984.6 kB | Adobe PDF | 見る/開く |
| タイトル: | Minimal-disturbance seismic rehabilitation of steel moment-resisting frames using light-weight steel elements |
| 著者: | Kurata, Masahiro    https://orcid.org/0000-0003-1624-1127 (unconfirmed)Sato, Miho Zhang, Lei Lavan, Oren Becker, Tracy Nakashima, Masayoshi |
| 著者名の別形: | 倉田, 真宏 佐藤, 美帆 中島, 正愛 |
| キーワード: | seismic rehabilitation minimal-disturbance steel moment-resisting frames light-weight elements tension-only |
| 発行日: | Mar-2016 |
| 出版者: | John Wiley and Sons Ltd |
| 誌名: | Earthquake Engineering and Structural Dynamics |
| 巻: | 45 |
| 号: | 3 |
| 開始ページ: | 383 |
| 終了ページ: | 400 |
| 抄録: | This paper presents a rehabilitation technique developed under a design and construction scheme, termed minimal-disturbance seismic rehabilitation. This scheme pursues enhancing the seismic performance of buildings with the intention of improving the continuity of business while minimizing obstruction of the visual and physical space of building users and the use of heavy construction equipment and hot work (welding/cutting). The developed rehabilitation technique consists of light-weight steel elements and aims to decrease demands to beam-ends of steel moment-resisting frames. The behavior of the baseline model was verified through numerical analysis and proof-of-concept testing. Furthermore, the effectiveness of rehabilitation is studied through retrofitting a four-story steel moment-resisting frame originally designed with Japanese design guidelines. |
| 著作権等: | This is the peer reviewed version of the following article: [Minimal-disturbance seismic rehabilitation of steel moment-resisting frames using light-weight steel elementst, Earthquake Engineering and Structural Dynamics, 45(3) 383-400], which has been published in final form at [https://doi.org/10.1002/eqe.2662]. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited. The full-text file will be made open to the public on 17 September 2016 in accordance with publisher's 'Terms and Conditions for Self-Archiving' This is not the published version. Please cite only the published version. この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。 |
| URI: | http://hdl.handle.net/2433/265274 |
| DOI(出版社版): | 10.1002/eqe.2662 |
| 出現コレクション: | 学術雑誌掲載論文等 |
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