Inclusion of crawl tests and long-term health monitoring in bridge serviceability analysis

Journal of Bridge Engineering

Volumn 15, Issue 3, 2010, Pages 312-326

  Orcesi, Andŕ D ^a   Frangopol, Dan M ^b  

^a Section Durabilit des Ouvrages d'Art   (France)

^b Lehigh University   (United States)

Author keywords

Bridges; Crawl test; Long term monitoring; Monitoring; Reliability; Serviceability; Structural health monitoring; Structural reliability

Indexed keywords

ADVANCED TECHNOLOGY; CORROSION PENETRATIONS; CRAWL TEST; FATIGUE ANALYSIS; HEALTH MONITORING; LEHIGH UNIVERSITY; LIMIT STATE EQUATIONS; LONG TERM MONITORING; MONITORING INFORMATION; MONITORING PROGRAMS; PERFORMANCE ANALYSIS; PERMANENT DEFORMATIONS; SERVICEABILITY; STEEL GIRDER BRIDGE; STRUCTURAL PERFORMANCE; STRUCTURAL RELIABILITY; STRUCTURAL RELIABILITY ANALYSIS; STRUCTURAL SYSTEMS; TIME-DEPENDENT; WISCONSIN;

BEAMS AND GIRDERS; BRIDGE COMPONENTS; FAILURE ANALYSIS; HEALTH; MONITORING; QUALITY ASSURANCE; RELIABILITY ANALYSIS; STRUCTURES (BUILT OBJECTS);

STRUCTURAL HEALTH MONITORING;

EID: 77951240750     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000060     Document Type: Article

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