Structural damage detection of cable-stayed bridges using changes in cable forces and model updating

Journal of Structural Engineering

Volumn 135, Issue 9, 2009, Pages 1093-1106

  Hua, X G ^a   Ni, Y Q ^b   Chen, Z Q ^a   Ko, J M ^b  

^a HUNAN UNIVERSITY   (China)

^b HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Bridges, cable stayed; Bridges, girder; Damage; Identification; Internal forces; Sensitivity analysis; Static loads

Indexed keywords

BRIDGES, CABLE-STAYED; BRIDGES, GIRDER; DAMAGE; IDENTIFICATION; INTERNAL FORCES; STATIC LOADS;

ACOUSTIC NOISE; BEAMS AND GIRDERS; BOX GIRDER BRIDGES; BRIDGE CABLES; CABLE STAYED BRIDGES; ELECTRIC MEASURING BRIDGES; HIGHWAY BRIDGES; OPTIMIZATION; PLATE GIRDER BRIDGES; SENSITIVITY ANALYSIS; SPURIOUS SIGNAL NOISE; STRUCTURAL ANALYSIS;

DAMAGE DETECTION;

EID: 69149095786     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2009)135:9(1093)     Document Type: Article

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