Seismic and post-earthquake fire-resistive performance of conventional post& beam wall retrofitted for the reduction of post-earthquake city fire hazard in densely inhabited districts

Yuji Hasemi*, Naohito Kawai, Noboru Yasui, Yosuke Shimizu, Hidemi Kamiya, Hiroki Nagamori, Masahide Murakami, Makoto Yamada, Shiro Oshiumi, Seiji Kobata, Takahiro Sakata

*この研究の対応する著者

研究成果: Article査読

1 被引用数 (Scopus)

抄録

In-plane shear tests and loaded fire tests on post-shear test specimens are conducted on one-story tall conventional post-beam wooden walls retrofitted with both-sides panels for the improvement of seismic and post-earthquake fire resistance. The tests have verified high shear and post-earthquake fire performance of 12.5mm thick structural gypsum board, high density gypsum fiberboard, and ceramic-sidingandsteel-sandwichpanel externalwalls.

本文言語English
ページ(範囲)163-168
ページ数6
ジャーナルAIJ Journal of Technology and Design
14
27
DOI
出版ステータスPublished - 2008 6月

ASJC Scopus subject areas

  • 建築
  • 建築および建設

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