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
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- 巻
- 75
- 号
- 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
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- 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
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- DOI : 10.3130/aijs.75.1351
- ISSN : 1340-4202
- eISSN : 1881-8153
- SCOPUS ID : 79961038725