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

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 fi...

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Veröffentlicht in:	AIJ Journal of Technology and Design 2008/06/20, Vol.14(27), pp.163-168
Hauptverfasser:	HASEMI, Yuji, MURAKAMI, Masahide, KAWAI, Naohito, YAMADA, Makoto, YASUI, Noboru, OSHIUMI, Shiro, SHIMIZU, Yosuke, KOBATA, Seiji, KAMIYA, Hidemi, SAKATA, Takahiro, NAGAMORI, Hiroki
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	Conventional post-beam construction Loaded fire test Shear test Simultaneous seismic and fire resistance retrofit Wooden densely inhabited district
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Beschreibung
Zusammenfassung:	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-siding and steel-sandwich panel external walls.
ISSN:	1341-9463 1881-8188
DOI:	10.3130/aijt.14.163