Cyclic performance of existing moment connections in steel retrofitted with a reduced beam section and bottom flange reinforcements

Canadian Journal of Civil Engineering

Volumn 34, Issue 2, 2007, Pages 199-209

  Oh, Sang Hoon ^a   Kim, Young Ju ^a   Moon, Tae Sup ^b  

^a Research Institute of Industrial Science and Technology (RIST)   (South Korea)

^b Hanyang University   (South Korea)

Author keywords

Composite construction; Deformation capacity; Ductility; Flange reinforcement; Reduced beam section (RBS); Seismic performance

Indexed keywords

BEAMS AND GIRDERS; DEFORMATION; FINITE ELEMENT METHOD; LOAD TESTING; RETROFITTING;

DEFORMATION CAPACITY; FLANGE REINFORCEMENT; REDUCED BEAM SECTION;

COMPOSITE STRUCTURES;

BEAMS AND GIRDERS; COMPOSITE STRUCTURES; DEFORMATION; FINITE ELEMENT METHOD; LOAD TESTING; RETROFITTING;

CYCLIC LOADING; DEFORMATION; DUCTILITY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; LOADING TEST; REINFORCEMENT; STEEL STRUCTURE; STRUCTURAL COMPONENT; TENSILE STRENGTH;

EID: 34249050405     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L06-125     Document Type: Article

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