DAMAGE OF REINFORCED CONCRETE BUILDINGS DURING THE 1923 GREAT KANTO EARTHQUAKE BASED ON DYNAMIC CHARACTERISYICS

• HAYASHI Shoji

  Institute of Technology, Shimizu Corp., M. Eng.

• FUKUWA Nobuo

  Prof., Graduate School of Environmental Studies, Nagoya Univ., Dr. Eng.

• MIYAKOSHI Junichi

  Institute of Technology, Shimizu Corp., Dr. Eng.

Bibliographic Information

Other Title

• 1923年関東地震における鉄筋コンクリート造建物の被害に関する研究
• －動的特性に基づく 構造被害の評価－

Abstract

In this paper, we analyzed the damage of reinforced concrete buildings due to the 1923 great Kanto Earthquake in the City of Tokyo based on the dynamic analysis of a specified building that was studied in the damage investigation reports. Earthquake response analysis was conducted using the restoring force characteristics of the building at that time. Seismic ground motion predicted at the building site for the 1923 great Kanto Earthquake was used. As a result, the relationship between the damage criteria by investigation reports and damage analysis data confirmed that the analysis method was useful to estimate the damage and seismic performance of the reinforced concrete building at that time.

Journal

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

  Journal of Structural and Construction Engineering (Transactions of AIJ) 76 (661), 481-489, 2011

  Architectural Institute of Japan

Keywords

• <i>The 1923 great Kanto Earthquake</i>
• <i>Building damage</i>
• <i>Reinforced concrete buildings</i>
• <i>Investigation reports</i>
• <i>Earthquake response analysis</i>
• <i>Restoring force characteristics</i>

Details

• CRID: 1390282680582276480
• NII Article ID: 130004508004
• DOI: 10.3130/aijs.76.481
• ISSN: 18818153
• ISSN: 13404202
• Data Source:
  • JaLC
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed