論文

本文へのリンクあり
2010年7月

Collapse behavior on shaking table test-Dynamic collapse test of full-scale 4-story steel bulding part 3

Journal of Structural and Construction Engineering
  • Yuko Shimada
  • ,
  • Keiichiro Suita
  • ,
  • Satoshi Yamada
  • ,
  • Yuichi Matsuoka
  • ,
  • Motohide Tada
  • ,
  • Makoto Ohsaki
  • ,
  • Kazuhiko Kasai

75
653
開始ページ
1351
終了ページ
1360
記述言語
掲載種別
研究論文(学術雑誌)
DOI
10.3130/aijs.75.1351

A shaking table test of full-scale 4-story building was conducted at E-Defense in order to evaluate the structural and functional performances of a steel frame not only under design level but also under ground motion over design level. This paper presents the collapse behavior of a steel frame after steel members reached the maximum strength. The collapse mechanizm was changed from the whole-collapse type to the story-collapse type by deterioration of columns caused by local buckling. Finally, the specimen collapsed at the first story by Takatori original records. From a series of results, the detail data of collapse behavior is obtained.

リンク情報
DOI
https://doi.org/10.3130/aijs.75.1351
Scopus
https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=79961038725&origin=inward 本文へのリンクあり
Scopus Citedby
https://www.scopus.com/inward/citedby.uri?partnerID=HzOxMe3b&scp=79961038725&origin=inward
URL
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=79961038725&origin=inward
ID情報
  • DOI : 10.3130/aijs.75.1351
  • ISSN : 1340-4202
  • eISSN : 1881-8153
  • SCOPUS ID : 79961038725

エクスポート
BibTeX RIS