Three-dimensional finite element analysis for traffic-induced vibration of a two-girder steel bridge with elastomeric bearings

Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering

Volumn , Issue , 2005, Pages 225-233

  Kawatani, Mitsuo ^a   Kim, Chul Woo ^a   Kawada, Naoki ^b  

^a KOBE UNIVERSITY   (Japan)

^b Head Office of Structural Technique   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; BRIDGE DECKS; DYNAMIC RESPONSE; FINITE ELEMENT METHOD; HIGHWAY BRIDGES; THREE DIMENSIONAL;

ELASTOMERIC SUPPORTS; IMPULSIVE ENERGY; TRAFFIC-INDUCED DYNAMIC RESPONSE ANALYSIS; WEB PLATES;

STEEL BRIDGES;

EID: 33644936018     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.3141/trr.11s.73810433r38j6702     Document Type: Conference Paper

References (13)

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