Evaluation of Structural Characteristics of Traditional Wood Houses in Kyoto Based on Detail Investigation

• SUDA Tatsuru

  Graduate School of Engineering, Kyoto University

• SUZUKI Yoshiyuki

  Disaster Prevention Research Institute, Kyoto University

• OKUDA Tatsuo

  Kishirou Architectual Design Office

• OGASAWARA Masatoshi

  Graduate School of Engineering, Kyoto University

Bibliographic Information

Other Title

• 京町家の構造調査に基づく構造特性の評価
• キョウマチヤ ノ コウゾウ チョウサ ニ モトヅク コウゾウ トクセイ ノ ヒョウカ

Abstract

To understand and evaluate structural characteristics of typical traditional wood houses in Kyoto, structural styles and details of thirty traditional wood houses were investigated. The wooden frames, seismic structural elements and joints are clarified. From investigation results, it is found that these wood houses have significantly different base shear coefficients in the directions; in particular, the base shear coefficients in the ridge direction are low. From the seismic performance analyses, it is suggested that the seismic reinforcement is needed for many traditional wood houses.

Journal

• Journal of Social Safety Science

  Journal of Social Safety Science 7 (0), 15-21, 2005-11-11

  Institute of Social Safety Science

Keywords

• <i>traditional wood house in Kyoto</i>
• <i>base shear</i>
• <i>wooden joint</i>
• <i>dead load</i>
• <i>wooden frame </i>

Details

• CRID: 1390845713044909952
• NII Article ID: 110007151751
• NII Book ID: AA11542656
• DOI: 10.11314/jisss.7.15
• ISSN: 21879842
• ISSN: 13452088
• NDL BIB ID: 7864177
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I7864177
• Web Site: http://dl.ndl.go.jp/info:ndljp/pid/10503334
• Text Lang: ja
• Data Source:
  • JaLC
  • NDL
  • NDL-Digital
  • CiNii Articles
  • KAKEN
• Abstract License Flag: Disallowed