SEISMIC PERFORMANCE OF A FLEXURAL FAILURE TYPE REINFORCED CONCRETE BRIDGE COLUMN BASED ON E-DEFENSE EXCITATION

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概要

• 論文の詳細を見る

• 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.

• 公益社団法人 土木学会の論文

著者

• KOSA Kenji

  Kyushu Institute of Technology

• Kawashima Kazuhiko

  Department Of Civil Engineering At Tokyo Institute Of Technology

• Sasaki Tomohiro

  Department Of Materials Science And Mechanical Engineering Yokohama National University

• UNJOH Shigeki

  Public Works Research Institute

• KAJIWARA Koichi

  Hyogo Earthquake Engineering Research Center, National Research Institute for Earth Science and Disaster Prevention

• UKON Hiromichi

  Hyogo Earthquake Engineering Research Center, National Research Institute for Earth Science and Disaster Prevention

• SAKAI Junichi

  Public Works Research Institute

• TAKAHASHI Yoshikazu

  Disaster Prevention Research Institute, Kyoto University

• YABE Masaaki

  Earthquake Engineering Division, Chodai

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• SEISMIC PERFORMANCE OF A FLEXURAL FAILURE TYPE REINFORCED CONCRETE BRIDGE COLUMN BASED ON E-DEFENSE EXCITATION

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