Damage analysis of Hanshin Expressway viaducts during 1995 Kobe earthquake. III: Three-span continuous girder bridges

Journal of Bridge Engineering

Volumn 10, Issue 1, 2005, Pages 61-68

  Hashimoto, Satoko ^a   Abe, Masato ^b   Fujino, Yozo ^a  

^a UNIVERSITY OF TOKYO   (Japan)

^b BMG Corp   (Japan)

Author keywords

Bridges girders; Bridges, highway; Bridges, viaducts; Earthquake damage; Japan; Nonlinear analysis; Seismic response

Indexed keywords

BRIDGE BEARINGS; CONCRETE BEAMS AND GIRDERS; EARTHQUAKE EFFECTS; FINITE ELEMENT METHOD; NONLINEAR SYSTEMS; PIERS; REINFORCED CONCRETE; SEISMOLOGY; STRUCTURAL ANALYSIS;

BRIDGES GIRDERS; EARTHQUAKE DAMAGE; GIRDER BRIDGES; JAPAN; NONLINEAR ANALYSIS; SEISMIC RESPONSE; VIADUCTS;

HIGHWAY BRIDGES;

EID: 12344307778     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2005)10:1(61)     Document Type: Article

References (7)

1. Abe, M., Yanagino, K., Fujino, Y., and Hashimoto, S. (2001). "Damage analysis of three span continuous girder bridges in 1995 Hyogoken-Nanbu earthquake." Journal of Structural Mechanics and Earthquake Engineering, Japan Society of Civil Engineers, 1-54(668), 83-101 (in Japanese).
2. Fujino, Y., Hashimoto, S., and Abe, M. (2005). "Damage analysis of Hanshin Expressway viaducts during 1995 Kobe earthquake. I: Residual inclination of reinforced concrete piers." J. Bridge Eng., 10(1), 45-53.
3. Hashimoto, S., Fujino, Y., and Abe, M. (2005). "Damage analysis of Hanshin Expressway viaducts during 1995 Kobe earthquake. II: Damage mode of single reinforced concrete piers." J. Bridge Eng., 10(1), 54-60.
4. Hauke, B., and Maekawa, K. (1999). "Three-dimensional modeling of reinforced concrete with multi-directional cracking." Journal of Materials, Concrete Structures and Pavements, Japan Society of Civil Engineers, V-45(634), 349-368.
5. Highway Bridge Association of Japan. (1991). Handbook for bearings of highway bridges, Maruzen (in Japanese).
6. Okamura, H., and Maekawa, K. (1991). Nonlinear analysis and constitutive models of reinforced concrete, Gihodo (in Japanese).
7. th Symp. on Earthquake Engineering, 909-912 (in Japanese).