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J-GLOBAL ID：200902299402072650   Reference number：09A0428682

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

曲げ破壊形式の鉄筋コンクリート橋脚のE-ディフェンス励振に基づく地震性能

Author (9)： KAWASHIMA Kazuhiko (Dep. of Civil Engineering, Tokyo Inst. of Technol.) ,  SASAKI Tomohiro (Dep. of Civil Engineering, Tokyo Inst. of Technol.) ,  KAJIWARA Koichi (Hyogo Earthquake Engineering Res. Center, National Res. Inst. for Earth Sci. and Disaster Prevention) ,  UKON Hiromichi (Hyogo Earthquake Engineering Res. Center, National Res. Inst. for Earth Sci. and Disaster Prevention) ,  UNJOH Shigeki (Public Works Res. Inst.) ,  SAKAI Junichi (Public Works Res. Inst.) ,  TAKAHASHI Yoshikazu (Disaster Prevention Res. Inst., Kyoto Univ.) ,  KOSA Kenji (Kyushu Inst. of Technol.) ,  YABE Masaaki (Earthquake Engineering Div., Chodai)
Material： 土木学会論文集 A(Web)
Volume： 65  Issue： 2  Page： 267-285 (J-STAGE)  Publication year： 2009 
JST Material Number： U0102A  ISSN： 1880-6023  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： experimental equipment ,  *seismic test ,  earthquake motion ,  fracture ,  *bridge pier ,  *reinforced concrete structure ,  shaking table test ,  earthquake ,  earthquake response ,  correlation
Semi thesaurus term： Hyogo-ken Nanbu Earthquake 1995 ,  E-Defense ,  flexure fracture ,  epicentral earthquake ,  *reinforced concrete bridge pier

JST classification (2)： Substructure  (RC06060B) ,  Concrete structures  (RA04030A)

Reference (14)：

• 1) Katayama, T.: Construction of E-Defense−a large−sized 3-dimensional shake table, Proc. 1st International Conference on Advances in Experimental Structural Engineering, 29-38, Nagoya, Japan, 2005.
• 2) Nakashima, M., Kawashima, K., Ukon, H. and Kajiwara, K.: Shake table experimental project on the seismic performance of bridges using E-Defense, Paper No. S17-02-010, 14 WCEE, Beijing, China.
• 3) Kawashima, K. and Unjoh, S.: The damage of highway bridges in the 1995 Hyogo-ken nanbu earthquake and its impact on Japanese seismic design, Journal of Earthquake Engineering, Vol.1, Issue 3, pp.505-542, 1997.
• 4) Japan Road Association: Design Specifications of Steel Highway Bridges, Maruzen, Tokyo, Japan, 1964.
• 5) Inagaki, S. and Kasai, A.: Experimental study on the cyclic elasto-plastic constitutive model of deformed rebars, Proc. Annual Research Conference, Chubu Branch, JSCE, 25-26, 2008.

Terms in the title (6)： 曲げ破壊 ,  形式 ,  鉄筋コンクリート橋脚 ,  E-ディフェンス ,  励振 ,  地震