STUDY ON SEISMIC PERFORMANCE OF TRADITIONAL WOODEN STRUCTURE BY FULL SCALE SHAKING TABLE TESTS
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- SHIMIZU Hidemaru
- Research, Faculty of Engineering, Shinshu University, Dr. Eng.
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- MUKAIBO Kyosuke
- Assistant Prof., Dept. of Architecture and Urban Design, Ritsumeikan Univ., Dr. Eng.
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- HORIKAWA Emiko
- Student, Tokyo City Univ.
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- TSUCHIMOTO Takahiro
- Head, National Institute for Land and Infrastructure Management, Dr. Agr.
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- KAWAI Naohito
- Chief Research Engineer, Dept. of Structural Engineering, Building Research Institute, Dr. Eng.
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- OHASHI Yoshimitsu
- Prof., Dept. of Architecture, Faculty of Engineering, Tokyo City Univ., Dr. Eng.
Bibliographic Information
- Other Title
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- 実大震動台実験による伝統的な木造建物の耐震性能検証に関する研究
- ジツダイ シンドウダイ ジッケン ニ ヨル デントウテキ ナ モクゾウ タテモノ ノ タイシン セイノウ ケンショウ ニ カンスル ケンキュウ ブザイ ダンメン ガ ヤヤ チイサイ トシ キンコウガタ シケンタイ ノ シンドウダイ ジッケン ケッカ
- - Result of suburb typical house with a little wooden section -
- - 部材断面がやや小さい都市近郊型試験体の震動台実験結果 -
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Description
Full-scale shaking table tests were carried out at E-Defense to evaluate the seismic performance of a traditional wooden residential structure. The specimen was a post-and-beam frame with a plan dimension of 5.45 × 10.91 m and height of 7.33m. The design seismic load resistance was provided entirely by mud plaster walls. The beam-to-column joints were achieved by an oak peg using no metal fasteners. Under BCJ-L2 shaking, the first story exhibited a story drift of 2.4%. At that stage, many of the mud-plaster walls had crumbled. The maximum recorded base shear coefficient was about 0.7.
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) 76 (663), 943-950, 2011
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205603271808
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- NII Article ID
- 130004752443
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 11111159
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed