A STUDY ON BENDING MOMENT RESISTANCE AT COLUMN AND BEAM JOINTS OF TRADITIONAL WOODEN FRAME BY FULL-SCALE TESTS
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- MAENO Masaki
- Graduate School of Engineering, Kyoto University
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- SUZUKI Yoshiyuki
- Disaster Prevention Research Institute, Kyoto University
Bibliographic Information
- Other Title
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- 伝統木造軸組の実大実験による柱-横架材接合部の曲げモーメント抵抗に関する研究
- 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
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Abstract
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.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 71 (601), 113-120, 2006
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205639036032
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- NII Article ID
- 110004839929
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
- http://id.crossref.org/issn/13404202
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- NDL BIB ID
- 7863299
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- Text Lang
- ja
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed