Seismic performance of a flexural failure type reinforced concrete bridge column based on E-Defense excitation

Kazuhiko Kawashima, Tomohiro Sasaki, Koichi Kajiwara, Hiromichi Ukon, Shigeki Unjoh, Junichi Sakai, Yoshikazu Takahashi, Kenji Kosa, Masaaki Yabe

研究成果: Article査読

抄録

This paper presents a 3D shake table experiment on a large scale reinforced concrete bridge column using E-Defense. The model was a typical reinforced concrete column which was built in the 1970s in Japan. Collapse of this type of column was one of the major causes of the extensive damage during the 1995 Kobe, Japan earthquake. A 7.5 m tall, 1.8 m diameter column model was excited twice by a near-field ground motion which was recorded during the 1995 Kobe earthquake. Both experimental response and analytical correlation are presented.

本文言語English
ページ(範囲)28s-46s
ジャーナルStructural Engineering/Earthquake Engineering
26
1
DOI
出版ステータスPublished - 2009
外部発表はい

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設
  • 人文科学(その他)
  • 地盤工学および土木地質学

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