Mechanical performance of hardwood(Zelkova serrata) frame assemblies in fire

Mizuho Yasukawa; Asami Suzuki; Noboru Yasui; Yuji Hasemi'; Naohisa Kameyama; Koji Toyoda; Naoya Kadooka; Daisuke Kamikawa; Mikio Koshihara; Tetsuro Ono

Mechanical performance of hardwood(Zelkova serrata) frame assemblies in fire

Mizuho Yasukawa^*, Asami Suzuki, Noboru Yasui, Yuji Hasemi', Naohisa Kameyama, Koji Toyoda, Naoya Kadooka, Daisuke Kamikawa, Mikio Koshihara, Tetsuro Ono

^*Corresponding author for this work

School of Creative Science and Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

In spite of the wide use of hardwood(ZWfa>va serrata) for the load-bearing members of large traditional buildings such as main buildings of temples (see Fig.l) and castles in Japan for centuries, little effort has been made for the promotion of the engineering design of its seismic and fire protection performance. The stagnant engineering development in the hardwood construction has caused significant difficulty in its use during the recent strengthening of the building regulation in Japan.

Original language	English
Title of host publication	World Conference on Timber Engineering 2012, WCTE 2012 - Poster Papers
Pages	293-296
Number of pages	4
Publication status	Published - 2012 Dec 1
Event	World Conference on Timber Engineering 2012, WCTE 2012 - Auckland, New Zealand Duration: 2012 Jul 15 → 2012 Jul 19

Publication series

Name	World Conference on Timber Engineering 2012, WCTE 2012
Volume	5

Other

Other	World Conference on Timber Engineering 2012, WCTE 2012
Country/Territory	New Zealand
City	Auckland
Period	12/7/15 → 12/7/19

Keywords

Charting rate
Fire resistance test
Hardwood
Young's modulus
Zelkova serrate

ASJC Scopus subject areas

Forestry
Plant Science

Cite this

Mechanical performance of hardwood(Zelkova serrata) frame assemblies in fire. / Yasukawa, Mizuho; Suzuki, Asami; Yasui, Noboru et al.

World Conference on Timber Engineering 2012, WCTE 2012 - Poster Papers. 2012. p. 293-296 (World Conference on Timber Engineering 2012, WCTE 2012; Vol. 5).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Yasukawa, M, Suzuki, A, Yasui, N, Hasemi', Y, Kameyama, N, Toyoda, K, Kadooka, N, Kamikawa, D, Koshihara, M & Ono, T 2012, Mechanical performance of hardwood(Zelkova serrata) frame assemblies in fire. in World Conference on Timber Engineering 2012, WCTE 2012 - Poster Papers. World Conference on Timber Engineering 2012, WCTE 2012, vol. 5, pp. 293-296, World Conference on Timber Engineering 2012, WCTE 2012, Auckland, New Zealand, 12/7/15.

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abstract = "In spite of the wide use of hardwood(ZWfa>va serrata) for the load-bearing members of large traditional buildings such as main buildings of temples (see Fig.l) and castles in Japan for centuries, little effort has been made for the promotion of the engineering design of its seismic and fire protection performance. The stagnant engineering development in the hardwood construction has caused significant difficulty in its use during the recent strengthening of the building regulation in Japan.",

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AU - Yasukawa, Mizuho

AU - Suzuki, Asami

AU - Yasui, Noboru

AU - Hasemi', Yuji

AU - Kameyama, Naohisa

AU - Toyoda, Koji

AU - Kadooka, Naoya

AU - Kamikawa, Daisuke

AU - Koshihara, Mikio

AU - Ono, Tetsuro

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N2 - In spite of the wide use of hardwood(ZWfa>va serrata) for the load-bearing members of large traditional buildings such as main buildings of temples (see Fig.l) and castles in Japan for centuries, little effort has been made for the promotion of the engineering design of its seismic and fire protection performance. The stagnant engineering development in the hardwood construction has caused significant difficulty in its use during the recent strengthening of the building regulation in Japan.

AB - In spite of the wide use of hardwood(ZWfa>va serrata) for the load-bearing members of large traditional buildings such as main buildings of temples (see Fig.l) and castles in Japan for centuries, little effort has been made for the promotion of the engineering design of its seismic and fire protection performance. The stagnant engineering development in the hardwood construction has caused significant difficulty in its use during the recent strengthening of the building regulation in Japan.

KW - Charting rate

KW - Fire resistance test

KW - Hardwood

KW - Young's modulus

KW - Zelkova serrate

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BT - World Conference on Timber Engineering 2012, WCTE 2012 - Poster Papers

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ER -

Mechanical performance of hardwood(Zelkova serrata) frame assemblies in fire

Abstract

Publication series

Other

Keywords

ASJC Scopus subject areas

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