SEISMIC RESPONSE ANALYSIS OF JAPANESE TRADITIONAL WOODEN STRUCTURES

• MATSUMOTO Shinya

  Graduate School of Engineering, Hiroshima University

• FUJITANI Yoshinobu

  Graduate School of Engineering, Hiroshima University

• NOJIMA Chisato

  Design Div., Osaka Main Office, Konoike Corporation Co., Ltd.

• IWASA Yuichi

  Design Div., Osaka Main Office, Konoike Corporation Co., Ltd.

• KATAGIHARA Kenichi

  Engineering Div., Building Headquarters, Konoike Corporation Co., Ltd.

Bibliographic Information

Other Title

• 伝統木造建築物の地震応答解析

Abstract

Wooden structures have been used in Japanese temples and shrines from the ancient. But the mechanical behaviors of these structures are not clear because of complexity of the construction method and the anisotropy of woods. Today, it is important to clarify the structural mechanism of the construction method of these Japanese tradition wooden structures so as to establish the preservation and repair technique of cultural assets. The purpose of this study is to construct the frame analysis method for easily obtaining the complicated mechanical characteristic of wooden structures by frame analysis. In this paper, the seismic response analysis of Japanese traditional wooden structures using the spring element is shown.

Journal

• Journal of structural engineering. B

  Journal of structural engineering. B (49), 251-257, 2003-03-20

  Architectural Institute of Japan

Keywords

• Traditional Wooden Structure
• Column Rocking Resistance
• Frame Analysis
• Seismic Response Analysis

Details

• CRID: 1570854177910763008
• NII Article ID: 110009705772
• NII Book ID: AN10249636
• ISSN: 09108033
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=397945
• Text Lang: ja
• Data Source:
  • CiNii Articles