STRENGTH CHARACTERISTICS OF OLD TRADITIONAL FOLK HOUSE STRUCTURAL TIMBERS IN HEAVY SNOWFALL AREA
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- HAMASAKI Satoshi
- Dept. of Environmental Science, Faculty of Life and Environmental Sciences, Tsukuba Univ.
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- NAKAMA Yuuka
- Dept. of Architecture, Faculty of Engineering, Shinshu Univ.
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- IDA Hideyuki
- Faculty of Education, Shinshu Univ.
Bibliographic Information
- Other Title
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- 豪雪地に建つ伝統的木造民家の古材の強度特性
- ゴウセツチ ニ タツ デントウテキ モクゾウ ミンカ ノ コ ザイ ノ キョウド トクセイ
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Abstract
The modulus of rupture and elasticity in bending of the old structural timbers for a traditional folk house located in Japanese snowbelt were measured. We investigated four woody species (beech, oak, horse chestnut and cedar) as samples. Old beech timber specimens in the bending strength were higher than current ones. Additionally, old beech and oak specimens in the bending Young’s modulus were higher than current ones. These findings suggested that the beech specifically would have been enhanced their strength and increased tolerance to snow pressure by having passed through long time.
Journal
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- AIJ Journal of Technology and Design
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AIJ Journal of Technology and Design 22 (50), 341-344, 2016
Architectural Institute of Japan
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Details 詳細情報について
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- CRID
- 1390001205174196224
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- NII Article ID
- 200000407723
- 130005126859
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- NII Book ID
- AN10531441
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- ISSN
- 18818188
- 13419463
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- HANDLE
- 10091/00020120
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- NDL BIB ID
- 027124355
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- Text Lang
- ja
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- Data Source
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- JaLC
- IRDB
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed