Pseudo-static approach for damage identification of bridges based on coupling vibration with a moving vehicle

Structure and Infrastructure Engineering

Volumn 4, Issue 5, 2008, Pages 371-379

  Kim, Chul Woo ^a   Kawatani, Mitsuo ^a  

^a KOBE UNIVERSITY   (Japan)

Author keywords

Bridge moving vehicle interaction; Damage identification; Element stiffness index; Pseudo static approach; Time domain

Indexed keywords

BRIDGES; EMBANKMENT DAMS; EQUATIONS OF MOTION; FINITE ELEMENT METHOD; LATTICE VIBRATIONS; PHOTOACOUSTIC EFFECT; STIFFNESS; STRUCTURAL OPTIMIZATION; SURFACE ROUGHNESS; VEHICLES; VIBRATION ANALYSIS; VIBRATIONS (MECHANICAL);

BRIDGE DAMAGE; BRIDGE STRUCTURES; COUPLING VIBRATION; DAMAGE IDENTIFICATION; FINITE ELEMENT (FE); FLEXURAL RIGIDITY (FR); MOVING VEHICLES; NUMERICAL EXAMPLES; PSEUDO STATIC; STRUCTURAL SYSTEMS; TIME-DOMAIN-APPROACH;

DAMAGE DETECTION;

EID: 47149088308     PISSN: 15732479     EISSN: 17448980     Source Type: Journal    
DOI: 10.1080/15732470701270082     Document Type: Conference Paper

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