Impact coefficient of reinforced concrete slab on a steel girder bridge

Engineering Structures

Volumn 29, Issue 4, 2007, Pages 576-590

  Kim, Chul Woo ^a   Kawatani, Mitsuo ^a   Kwon, Young Rog ^b  

^a KOBE UNIVERSITY   (Japan)

^b Dong A University   (South Korea)

Author keywords

Fatigue; Impact coefficients; Monte Carlo simulation; Probability of failure; RC slab; Traffic induced vibration

Indexed keywords

COMPUTER SIMULATION; CONCRETE SLABS; DYNAMIC LOADS; DYNAMIC RESPONSE; FATIGUE OF MATERIALS; MONTE CARLO METHODS; PROBABILITY; REINFORCED CONCRETE; STEEL BEAMS AND GIRDERS; SURFACE ROUGHNESS;

FATIGUE FAILURE; IMPACT COEFFICIENT; REINFORCED CONCRETE SLAB; STEEL GIRDER BRIDGE;

BRIDGES;

BRIDGES; COMPUTER SIMULATION; CONCRETE SLABS; DYNAMIC LOADS; DYNAMIC RESPONSE; FATIGUE OF MATERIALS; MONTE CARLO METHODS; PROBABILITY; REINFORCED CONCRETE; STEEL BEAMS AND GIRDERS; SURFACE ROUGHNESS;

BRIDGE; COMPUTER SIMULATION; DYNAMIC RESPONSE; FATIGUE; REINFORCED CONCRETE; SLAB; SURFACE ROUGHNESS; THREE-DIMENSIONAL MODELING;

EID: 33947728438     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.05.021     Document Type: Article

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