書誌事項
- タイトル別名
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- A STUDY ON BENDING MOMENT RESISTANCE AT COLUMN AND BEAM JOINTS OF TRADITIONAL WOODEN FRAME BY FULL-SCALE TESTS
- デントウ モクゾウジクグミ ノ ジツダイ ジッケン ニ ヨル ハシラ オウカザイ セツゴウブ ノ マゲ モーメント テイコウ ニ カンスル ケンキュウ
この論文をさがす
抄録
To investigate the bending moment resistance at column and beam joints of traditional wooden frames, shaking table tests and static loading tests were carried out for full-scale models of traditional wooden frame. The behaviors of the bending moments at several joints during earthquakes were investigated quantitatively and qualitatively. The relationships between deformation angle and bending moment resistance of beam were also examined by noting specifically the deformation angle occurring damages of joints. From these tests, it is found that the vertical force acting on the column has little influence on the bending moment resistances of beams. Although beams were broken at the part of tenon, the beam can keep the bending moment resistance unless the part of tenon comes off from the mortise. These results are available for the seismic design and retrofit of traditional wooden structures.
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 71 (601), 113-120, 2006
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390001205639036032
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- NII論文ID
- 110004839929
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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
- 7863299
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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
