論文検索サイト

鋼構造論文集 Vol. 15 (2008), No. 60

ISIJ International
belloff
オンライン版ISSN: 1884-0329
冊子版ISSN: 1880-9928
発行機関: Japanese Society of Steel Construction

Backnumber

  1. Vol. 31 (2024)

  2. Vol. 30 (2023)

  3. Vol. 29 (2022)

  4. Vol. 28 (2021)

  5. Vol. 27 (2020)

  6. Vol. 26 (2019)

  7. Vol. 25 (2018)

  8. Vol. 24 (2017)

  9. Vol. 23 (2016)

  10. Vol. 22 (2015)

  11. Vol. 21 (2014)

  12. Vol. 20 (2013)

  13. Vol. 19 (2012)

  14. Vol. 18 (2011)

  15. Vol. 17 (2010)

  16. Vol. 16 (2009)

  17. Vol. 15 (2008)

  18. Vol. 14 (2007)

  19. Vol. 13 (2006)

  20. Vol. 12 (2005)

  21. Vol. 11 (2004)

  22. Vol. 10 (2003)

  23. Vol. 9 (2002)

  24. Vol. 8 (2001)

  25. Vol. 7 (2000)

  26. Vol. 6 (1999)

  27. Vol. 5 (1998)

  28. Vol. 4 (1997)

  29. Vol. 3 (1996)

  30. Vol. 2 (1995)

  31. Vol. 1 (1994)

鋼構造論文集 Vol. 15 (2008), No. 60

炭素繊維シートとモルタル板で拘束された鋼製せん断パネルのエネルギー吸収特性に関する研究

張 蓬勃, 須藤 寿文, 藤永 隆, 孫 玉平

pp. 1-8

抄録

A new type of energy-absorption device was developed. The new device consists of a mild-steel panel sandwiched between two mortar plates which are wrapped with carbon fiber sheets. A total of six specimens were made and tested under cyclical lateral force to investigate hysterestic properties of the device. Experimental results have indicated that confinement by mortar plates wrapped with carbon fiber sheets was effective in preventing the shear panel from premature out-of-plane buckling, ensuring sufficient deformation capacity to the shear panel. Hence the proposed confinement method can significantly enhance energy absorption capacity of shear panel.

ブックマーク

SNSによる共有

論文タイトル

炭素繊維シートとモルタル板で拘束された鋼製せん断パネルのエネルギー吸収特性に関する研究

鋼構造建築の応答解析に用いる履歴モデルに関する基礎的検討

山田 哲, 吉敷 祥一, 松本 由香, 森万 喜子, 焦 瑜

pp. 9-22

抄録

With the development of computer and numerical analysis, different mechanical as well as hysteresis models are applied in time history response analysis, which is gaining popularity in the response prediction of steel structures. In this research, recent literature in the field of steel structure response analysis was investigated with the attention paid on the combination of mechanical and hysteresis models. Parametric study of basic single degree of freedom (SDOF) system with bi-linear hysteresis model was carried out to examine the effect of yielding point and plastic modules on the results of response analysis. The analytic responses of a series of relatively simple models were compared to the experimental results of a full-scale shaking table test of a steel beam to column connection. Models with their parameters that matched the experimental results well were pointed out.

ブックマーク

SNSによる共有

論文タイトル

鋼構造建築の応答解析に用いる履歴モデルに関する基礎的検討

この機能はログイン後に利用できます。
下のボタンをクリックしてください。

詳細検索

論文タイトル

著者

抄録

ジャーナル名

出版日を西暦で入力してください(4桁の数字)。

検索したいキーワードを入力して下さい