論文

査読有り 本文へのリンクあり
2020年6月15日

Experimental investigation of a multistage buckling-restrained brace

Engineering Structures
  • Ben Sitler
  • ,
  • Toru Takeuchi
  • ,
  • Ryota Matsui
  • ,
  • Masao Terashima
  • ,
  • Yuki Terazawa

213
記述言語
掲載種別
研究論文(学術雑誌)
DOI
10.1016/j.engstruct.2020.110482

© 2020 The Authors While buckling-restrained braces offer excellent energy dissipation characteristics, their low post-yield stiffness may result in large residual drifts and interstory drift concentration when used in simply supported frames. This paper introduces a new multistage buckling-restrained brace to help mitigate these design challenges. The proposed device features two low yield point (LYP) cores with LY225 and short yield lengths, and one high yield point (HYP) core with SA440B and a longer yield length. In a design level event, the LYP cores dissipate energy, while the parallel HYP core provides an elastic restoring force. At large drifts, the HYP core yields and the device acts similar to a high-capacity, ductile, conventional BRB. A 384 kN specimen was tested at up to 1.5% strain and the individual core contributions recorded using strain gauges attached to the elastic core segments inside the restrainer. The multistage response matched the predicted trilinear backbone, achieving 10 to 20% equivalent damping prior to yielding the HYP core, and a fatigue capacity exceeding three times the AISC 341-16 acceptance criteria. Interaction between the decoupled cores was studied using a 3D finite element model, indicating that minor detailing changes could further improve performance.

リンク情報
DOI
https://doi.org/10.1016/j.engstruct.2020.110482
Scopus
https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85089282373&origin=inward 本文へのリンクあり
Scopus Citedby
https://www.scopus.com/inward/citedby.uri?partnerID=HzOxMe3b&scp=85089282373&origin=inward
ID情報
  • DOI : 10.1016/j.engstruct.2020.110482
  • ISSN : 0141-0296
  • eISSN : 1873-7323
  • SCOPUS ID : 85089282373

エクスポート
BibTeX RIS