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

Doboku Gakkai Ronbunshuu A

Volumn 65, Issue 2, 2009, Pages 267-285

  Kawashima, Kazuhiko ^a   Sasaki, Tomohiro ^b   Kajiwara, Koichi ^c   Ukon, Hiromichi ^b   Unjoh, Shigeki ^d   Sakai, Junichi ^b   Takahashi, Yoshikazu ^e   Kosa, Kenji ^f   Yabe, Masaaki ^g  

^a TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^b Ditto ^*  (Japan)

^c NATIONAL RESEARCH INSTITUTE FOR EARTH SCIENCE AND DISASTER PREVENTION   (Japan)

^d PUBLIC WORKS RESEARCH INSTITUTE   (Japan)

^e KYOTO UNIVERSITY   (Japan)

^f KYUSHU INSTITUTE OF TECHNOLOGY   (Japan)

^g Earthquake Engineering Division   (Japan)

Author keywords

Bridges; E defense; Seismic design; Seismic retrofit; Shake table test

Indexed keywords

E-DEFENSE; FLEXURAL FAILURE; KOBE EARTHQUAKE; NEAR-FIELD GROUND MOTIONS; REINFORCED CONCRETE BRIDGE COLUMNS; REINFORCED CONCRETE COLUMN; SEISMIC PERFORMANCE; SEISMIC RETROFITS; SHAKE TABLE EXPERIMENTS; SHAKE TABLE TEST;

CONCRETE BRIDGES; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; EARTHQUAKES; NANOINDENTATION; RAILROAD BRIDGES; REINFORCED CONCRETE; RETROFITTING;

SEISMIC DESIGN;

EID: 78651271854     PISSN: None     EISSN: 18806023     Source Type: Journal    
DOI: 10.2208/jsceja.65.267     Document Type: Article

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