STATIC CYCLIC LOADING TEST FOR EVALUATION OF SEISMIC CAPACITY OF TRADITIONAL HOUSE IN HIGASHI-MIKAWA

• NAKAJI Hiroyuki

  Department of Environmental Design and Architecture, Tottori University of Environmental Studies

• SUZUKI Yoshiyuki

  Disaster Prevension Research Institute, Kyoto University

• GOTOU Masami

  Dept. of Civil and Environmental, College of Environmental Engineering and Architecture, Kanazawa Institute of Technology

• IWAMOTO Izumi

  Department of Civil Engineering, Osaka Prefectural College of Technology

• YAMADA Koji

  Department of Architecture, Toyota National College of Technology

Bibliographic Information

Other Title

• 東三河伝統構法民家の耐震性能評価のための静的繰り返し加力実験
• 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

Abstract

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.

Journal

• Journal of Structural and Construction Engineering (Transactions of AIJ)

  Journal of Structural and Construction Engineering (Transactions of AIJ) 72 (612), 133-140, 2007

  Architectural Institute of Japan

Keywords

• wooden house
• seismic capacity
• traditional structural method
• horizontal cyclic loading test
• base shear coefficient

Details

• CRID: 1390282680646395136
• NII Article ID: 110006193179
• NII Book ID: AN10438559
• DOI: 10.3130/aijs.72.133_2
• ISSN: 18818153
• ISSN: 13404202
• ISSN: http://id.crossref.org/issn/13404202
• NDL BIB ID: 8675229
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I8675229
• Web Site: https://www.jstage.jst.go.jp/article/aijs/72/612/72_KJ00004525253/_pdf
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • Crossref
  • CiNii Articles
  • KAKEN
• Abstract License Flag: Disallowed