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ASCE_ST.1943-541X.0001569.pdf | 1.84 MB | Adobe PDF | 見る/開く |
タイトル: | Cyclic Behavior of Multi-Row Slit Shear Walls Made from Low Yield Point Steel |
著者: | He, Liusheng Togo, Takuma Hayashi, Kazuhiro Kurata, Masahiro https://orcid.org/0000-0003-1624-1127 (unconfirmed) Nakashima, Masayoshi |
著者名の別形: | 倉田, 真宏 東郷, 拓真 中島, 正愛 |
キーワード: | Steel slit shear wall Low-yield-point steel Strain hardening Width-to-thickness ratio Cyclic tests Metal and composite structures |
発行日: | Nov-2016 |
出版者: | American Society of Civil Engineers (ASCE) |
誌名: | Journal of Structural Engineering |
巻: | 142 |
号: | 11 |
開始ページ: | 9 |
論文番号: | 04016094 |
抄録: | The steel slit shear wall has attracted much attention as a lateral force-resisting system. However, issues such as fractures formed at the slit ends and pinched hysteresis reduce energy dissipation. To address these issues, the authors have developed a steel slit shear wall made from low yield point steel that has a low yield stress and large ductility and strain hardening. Steel slit shear walls made from low-yield-point steel dissipated energy at small lateral drifts, shear deformation was evenly distributed among all rows, fracture was eliminated, and fat hysteresis without the requirement for out-of-plane constraints was feasible. By adjusting dimensions of the link (segment divided by slits) and the number of rows of links while maintaining the required shear strength and stiffness, a small width-to-thickness ratio for the links was achievable to ensure the in-plane behavior of links and thus good energy dissipation. The combined hardening model developed using commercially available software simulated well the large strain hardening of low-yield-point steel. A proposed design procedure that ensures good energy dissipation was given. |
著作権等: | This material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/10.1061/(ASCE)ST.1943-541X.0001569. 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/2433/264026 |
DOI(出版社版): | 10.1061/(ASCE)ST.1943-541X.0001569 |
出現コレクション: | 学術雑誌掲載論文等 |
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