Fire protection performance of wooden frame of heavy hardwood (ZELKOVA) for temples

Mizuho Yasukawa, Noboru Yasui, Asami Suzuki, Yuji Hasemi, Naohisa Kameyama, Koji Toyoda, Naoya Kadooka, Mikio Koshihara, Tetsuro Ono, Shuitsu Yusa

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

Fire resistance tests were conducted on loaded beam and post-beam joints of heavy hardwood (ZELKOVA) designed for traditional temple buildings. The tests revealed the followings: (1) predictability of the structural fire resistance of ZELKOVA beam with safety margin by the assessment of the bending buckling. (2) applicability of the traditional beam and post-beam joint designs to the Quasi-fireproof construction.

Original languageEnglish
Pages (from-to)977-982
Number of pages6
JournalAIJ Journal of Technology and Design
Volume19
Issue number43
DOIs
Publication statusPublished - 2013 Oct 1

Keywords

  • Beam
  • Hardwoods
  • Joints
  • Quasi-fireproof construction
  • Structural resistance

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

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  • Cite this

    Yasukawa, M., Yasui, N., Suzuki, A., Hasemi, Y., Kameyama, N., Toyoda, K., Kadooka, N., Koshihara, M., Ono, T., & Yusa, S. (2013). Fire protection performance of wooden frame of heavy hardwood (ZELKOVA) for temples. AIJ Journal of Technology and Design, 19(43), 977-982. https://doi.org/10.3130/aijt.19.977