Modal flexibility analysis of cable-stayed Ting Kau bridge for damage identification

Computer-Aided Civil and Infrastructure Engineering

Volumn 23, Issue 3, 2008, Pages 223-236

  Ni, Y Q ^a   Zhou, H F ^a   Chan, K C ^a   Ko, J M ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

DAMAGE DETECTION; DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; SENSORS; STRUCTURAL HEALTH MONITORING; STRUCTURAL LOADS; THERMAL EFFECTS;

MODAL FLEXIBILITY ANALYSIS; RELATIVE FLEXIBILITY CHANGE;

CABLE STAYED BRIDGES;

CABLE STAYED BRIDGES; DAMAGE DETECTION; DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; SENSORS; STRUCTURAL HEALTH MONITORING; STRUCTURAL LOADS; THERMAL EFFECTS;

BRIDGE; DAMAGE; FINITE ELEMENT METHOD; NUMERICAL MODEL; STRUCTURAL ANALYSIS;

EID: 39349095622     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2008.00521.x     Document Type: Article

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