Structural performance of bridges in the Tohoku-oki earthquake

Earthquake Spectra

Volumn 29, Issue SUPPL.1, 2013, Pages

  Kawashima, Kazuhiko ^a   Buckle, Ian ^b  

^a TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^b UNIVERSITY OF NEVADA   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKES; EROSION; LIQUEFACTION; RETROFITTING; TSUNAMIS;

BRIDGE PERFORMANCE; ELASTOMERIC BEARING; FLEXURAL FAILURE; NON-STRUCTURAL DAMAGE; RETROFIT PROGRAMS; STRUCTURAL PERFORMANCE; TOHOKU-OKI EARTHQUAKES; TSUNAMI INUNDATION;

BRIDGES;

BRIDGE; BUILDING CODE; EARTHQUAKE DAMAGE; KOBE EARTHQUAKE 1995; SEISMIC DESIGN; SEISMIC RETROFIT; STRUCTURAL RESPONSE; TOHOKU EARTHQUAKE 2011;

HONSHU; HYOGO; IWATE; JAPAN; KINKI; KOBE; MIYAGI; TOHOKU;

EID: 84877952285     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.4000129     Document Type: Review

References (15)

1. Chen, G., Witt, E. C., Hoffman, D., Luna, R., and Sevi, A., 2007. Analysis of the Interstate 10 Twin Bridge's collapse during Hurricane Katrina, Science and the Storms: USGS Response to the Hurricanes of 2005, USGS Circular 1306, 35-42.
2. Earthquake Engineering Research Institute (EERI), 1978. Reconnaissance Report on Miyagi-kenoki, Japan Earthquake, Oakland, CA Japan Road Association (JRA), 1964. Design Specifications for Steel Bridges, Maruzen, Tokyo, Japan.
3. Japan Road Association (JRA), 1971. Guide Specifications for Seismic Design of Highway Bridges, Maruzen, Tokyo, Japan.
4. Japan Road Association (JRA), 1980, 1990, 1996, 2002, and 2012. Part V: Seismic design, Design Specifications of Highway Bridges, Maruzen, Tokyo, Japan.
5. Japan Road Association (JRA), 1995. Guide Specifications for Repair of Bridges which Suffered Damage due to the 1995 Kobe Earthquake, Tokyo, Japan.
6. Japan Road Association (JRA), 2008. Guide Specifications for Earthquake Countermeasures, Post-Earthquake Countermeasures, Maruzen, Tokyo, Japan.
7. Japan Society of Civil Engineers (JSCE), 2011. Report on Reconnaissance Damage Investigation to Civil Engineering Facilities Resulted from 2011 Great East Japan Earthquake, Earthquake Engineering Research Committee, Tokyo, Japan.
8. Japan Society of Civil Engineers (JSCE), 2012. Report on the Damage of Bridges which Suffered Damage during the 2011 Great East Japan Earthquake, Subcommittee on performance-based seismic design method for bridges, Earthquake Engineering Research Committee, Tokyo, Japan.
9. Kawashima, K., Unjoh, S., and Hoshikuma, J., 1995. A seismic evaluation method of RC bridge piers with inadequate anchoring length at termination of main reinforcements, Journal of JSCE 525/I-33, 83-95.
10. Kawashima, K., and Unjoh, S., 1997. The damage of highway bridges in the 1995 Hyogoken- nanbu earthquake and its impact on Japanese seismic design, Journal of Earthquake Engineering 1, 505-541.
11. Kawashima, K., 2000. Seismic design and retrofit of bridges, Keynote presentation, 12th World Conference on Earthquake Engineering, Paper No. 1818, Auckland, New Zealand, 1-20.
12. Kawashima, K., 2006. Seismic design of bridges after 1995 Kobe earthquake, Journal of Disaster Research 1, 262-271.
13. Kosa, K, Nii, S., Shoji, G., and Miyahara, K., 2010. Analysis of damaged bridge by tsunami due to Sumatra earthquake, Journal of Structural Engineering, JSCE, 56A, 454-463.
14. Public Works Research Institute (PWRI), 1992. Manual for Seismic Isolation of Bridges, Tsukuba Science City, Japan Technical Research Center for National Land Development (TRCNLD), 1988. Guidelines for Seismic Isolation of Bridges, Tokyo, Japan.
15. Unjoh, S., Yabe, M., and Kawashima, K., 2010. Implementation of seismic isolation for bridges in Japan, in Proc. 5th World Conference on Structural Control and Monitoring, 1-12 (CD-ROM), Tokyo, Japan.