Modeling of cyclic joint shear deformation contributions in RC beam-column connections to overall frame behavior

Structural Engineering and Mechanics

Volumn 18, Issue 5, 2004, Pages 645-669

  Shin, Myoungsu ^a   Lafave, James M ^b  

^a MOREHEAD STATE UNIVERSITY   (United States)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

Beam column connection; Bond slip; Frame analysis; Joint shear deformation; Numerical modeling; Reinforced concrete

Indexed keywords

BEAMS AND GIRDERS; DUCTILITY; HYSTERESIS; JOINTS (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; ROTATION; STRUCTURAL FRAMES;

BEAM-COLUMN CONNECTION; BOND SLIP; FRAME ANALYSIS; JOINT SHEAR DEFORMATION; NUMERICAL MODELING;

SHEAR DEFORMATION;

EID: 6344280889     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2004.18.5.645     Document Type: Article

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