Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges

Engineering Structures

Volumn 32, Issue 1, 2010, Pages 21-31

  Deng, Lu ^a   Cai, C S ^a  

^a LOUISIANA STATE UNIVERSITY   (United States)

Author keywords

Bridge span length; Confidence level; Distribution; Impact factor; Road surface condition; Vehicle speed; Vehicle bridge coupled model

Indexed keywords

BRIDGE SPANS; CONFIDENCE LEVELS; COUPLED MODELS; IMPACT FACTOR; ROAD SURFACE CONDITION; VEHICLE SPEED;

CONCRETE BRIDGES; CONCRETE CONSTRUCTION; DYNAMIC PROGRAMMING; HIGHWAY BRIDGES; INDEXING (OF INFORMATION); ROADS AND STREETS; SPECIFICATIONS; THREE DIMENSIONAL; VEHICLES;

CABLE STAYED BRIDGES;

BRIDGE; BUILDING CODE; COMPUTER SIMULATION; CONCRETE; CONFIDENCE INTERVAL; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; IMPACT; LOADING TEST; NUMERICAL MODEL; PERFORMANCE ASSESSMENT; THREE-DIMENSIONAL MODELING;

EID: 70449635394     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.08.013     Document Type: Article

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