書誌事項
- タイトル別名
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- STATIC CYCLIC LOADING TEST FOR EVALUATION OF SEISMIC CAPACITY OF TRADITIONAL HOUSE IN HIGASHI-MIKAWA
- ヒガシミカワ デントウコウホウ ミンカ ノ タイシン セイノウ ヒョウカ ノ タメ ノ セイテキ クリカエシカリョク ジッケン
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抄録
The objective of this study is to confirm the seismic capacity of a wooden house constructed with Japanese traditional structural method which is recognized less earthquake proof in the Building Standard Law today. In September 2004, horizontal loading experiment of a wooden house built in 1898 in Higashi-Mikawa region in Japan was conducted to investigate the seismic performance of such a house built with traditional structural method. The maximum load P_<max> was 106.6kN and the average deformation angle at P_<max> was about 1/10rad. The failure occurred at the joint of column and Sashi-Gamoi, when the average deformation angle was about 1/25rad. After bending failure of all columns occurred around P_<max>, the house still kept the loading capacity more than 80% of P_<max>. Total weight of the house was about 597kN which was examined by weighing members and parts of it after the loading test. The house concerned is much more anti-seismic than expected in the Law because the base shear coefficient at P_<max> was C_0=0.18.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 72 (612), 133-140, 2007
日本建築学会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390282680646395136
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- NII論文ID
- 110006193179
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL書誌ID
- 8675229
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可