Mechanical characteristics and application of a new timber joint using a combination of steel plates, drift-pins and structural adhesive

Taiki KUMAGAI, Ayaka OGASAWARA, Masaki MAEDA

研究成果: Article査読

抄録

In this study, new timber joints utilizing structural adhesive that can ensure higher stiffness and strength were developed. Experimental testing was conducted to confirm the lateral capacity performance of the proposed joint. To develop structural design methods using the joint, the local shear characteristics of the proposed joint were confirmed by structural component tests and finite element analysis. By modeling and analyzing building frames utilizing the joint, it was found that modifying the geometry of the steel plates to ensure yielding or plasticizing the adhesive layer results in better ductility and energy dissipation characteristics.

本文言語English
ページ(範囲)911-916
ページ数6
ジャーナルAIJ Journal of Technology and Design
26
64
DOI
出版ステータスPublished - 2020 10 20

ASJC Scopus subject areas

  • 建築
  • 建築および建設

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