STUDY ON THE QUANTIFICATION OF HORIZONTAL STIFFNESS AND COMPRESSION STRUT OF CLT SEISMIC PANELS INFILLED WITHIN A STEEL FRAME

DOI Web Site 2 References
  • FUKUMOTO Kouji
    Faculty of Environmental, Life, Natural Science and Technology, Okayama Univ.
  • ISODA Hiroshi
    Research Institute for Sustainable Humanosphere, Kyoto Univ.

Bibliographic Information

Other Title
  • 鉄骨架構に耐震要素として挿入されたCLTの水平剛性と圧縮ストラットの定量化に関する研究

Abstract

<p>This paper introduces a method for evaluating the horizontal stiffness of CLT seismic panels within steel frame, along with the bearing capacity of compression struts and the easy-to-use stress analysis model. The summary of this paper is as follows:</p><p>・The equation for the intrinsic horizontal stiffness of CLT, derived from the simple stress model, has been validated. </p><p>・The width and bearing capacity of compression struts of CLT have been quantified. </p><p>・The simplified stress analysis model, substituted with the diagonal linear elements, has shown good alignment with the experimental results, as well as the detailed analysis model.</p>

Journal

References(2)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top