In-service condition assessment of bridge deck using long-term monitoring data of strain response

Journal of Bridge Engineering

Volumn 17, Issue 6, 2012, Pages 876-885

  Ni, Y Q ^a   Xia, H W ^a   Wong, K Y ^b   Ko, J M ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b Bridges and Structures Division   (Hong Kong)

Author keywords

Assessment; Bridge decks; Force; Measurement; Monitoring; Strain; Stress; Wavelet

Indexed keywords

ASSESSMENT; AXIAL FORCES; BRIDGE STRUCTURES; CONDITION ASSESSMENTS; DYNAMIC STRAIN; ENVIRONMENTAL VARIATIONS; FORCE; INFORMED DECISION; INTERNAL FORCES; LIVE LOADS; LOADING CONDITION; LONG TERM MONITORING; MONITORING TECHNOLOGIES; PEAK STRESS; PUBLIC FACILITIES; RAILWAY TRAFFIC; RAW MEASUREMENTS; SAMPLE MEANS; SHEAR FORCE; STATISTICAL CHARACTERISTICS; STRAIN RESPONSE; STRESS RESPONSE; STRUCTURAL ASSESSMENTS; STRUCTURAL CONDITION; STRUCTURAL ENGINEER; TRUSS COMPONENTS; TRUSS MEMBERS; WAVELET; WAVELET MULTIRESOLUTION DECOMPOSITION;

BRIDGES; LOADING; MEASUREMENTS; MONITORING; STRAIN; STRESSES; TRUSSES;

BRIDGE DECKS;

EID: 84869387559     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000321     Document Type: Article

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