日本建築学会技術報告集
Online ISSN : 1881-8188
Print ISSN : 1341-9463
ISSN-L : 1341-9463
建築歴史・意匠
豪雪地に建つ伝統的木造民家の古材の強度特性
濱崎 賢仲摩 裕加井田 秀行
著者情報
ジャーナル フリー

2016 年 22 巻 50 号 p. 341-344

詳細
抄録
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.
著者関連情報
© 2016 日本建築学会
前の記事 次の記事
feedback
Top