Optimization of bridge maintenance strategies based on multiple limit states and monitoring

Engineering Structures

Volumn 32, Issue 3, 2010, Pages 627-640

  Orcesi, André D ^a   Frangopol, Dan M ^b   Kim, Sunyong ^b  

^a Division Fonctionnement et Durabilité des Ouvrages d'Art   (France)

^b Lehigh University   (United States)

Author keywords

Fatigue; Limit states; Maintenance; Optimization; Reliability; Serviceability; Structural health monitoring; Ultimate capacity

Indexed keywords

BRIDGE MAINTENANCE; BRIDGE MONITORING; BRIDGE SUPERSTRUCTURE; COMPONENT RELIABILITY; DIAGNOSTIC INSTRUMENTATION; DISCRETE POINTS; FATIGUE LIMIT STATE; FATIGUE RELIABILITY; INTERVENTION PLANNING; INTERVENTION STRATEGY; LIMIT STATE; LIMIT STATES; MAINTENANCE OPTIMIZATION; OPTIMAL MAINTENANCE; PERFORMANCE ANALYSIS; PERMANENT DEFORMATIONS; SERVICEABILITY LIMIT STATE; SIMULTANEOUS MEASUREMENT; STEEL GIRDER BRIDGE; STRUCTURAL CAPACITIES; STRUCTURAL PERFORMANCE; STRUCTURAL RELIABILITY ANALYSIS; TIME VARIANT; ULTIMATE CAPACITY; VISUAL INSPECTION;

BEAMS AND GIRDERS; BRIDGE COMPONENTS; MAINTENANCE; OPTIMIZATION; PUMPS; QUALITY ASSURANCE; RELIABILITY ANALYSIS; STRUCTURAL HEALTH MONITORING; STRUCTURES (BUILT OBJECTS); VISUAL COMMUNICATION;

MONITORING;

BRIDGE; FATIGUE; LIMIT ANALYSIS; MAINTENANCE; MONITORING; OPTIMIZATION; RELIABILITY ANALYSIS;

EID: 75749098038     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.11.009     Document Type: Article

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