Damage analysis of Hanshin Expressway viaducts during 1995 Kobe earthquake. I: Residual inclination of reinforced concrete piers

Journal of Bridge Engineering

Volumn 10, Issue 1, 2005, Pages 45-53

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

^a UNIVERSITY OF TOKYO   (Japan)

^b BMG Corp   (Japan)

Author keywords

Bridges, highway; Bridges, piers; Bridges, viaducts; Earthquake damage; Japan; Nonlinear analysis

Indexed keywords

BRIDGE PIERS; DEFORMATION; FINITE ELEMENT METHOD; NONLINEAR SYSTEMS; REINFORCED CONCRETE; WOODEN BEAMS AND GIRDERS;

BRIDGES, HIGHWAY; BRIDGES, PIERS; BRIDGES, VIADUCTS; EARTHQUAKE DAMAGE; JAPAN; NONLINEAR ANALYSIS;

EARTHQUAKE EFFECTS;

EID: 12344291764     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2005)10:1(45)     Document Type: Article

References (13)

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