Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam-column connections

Engineering Structures

Volumn 29, Issue 10, 2007, Pages 2523-2539

  Kim, Jaehong ^a   LaFave, James M ^a  

^a University of Illinois at Urbana Champaign   (United States)

Author keywords

Database; Failure mode; In plane geometry; Influence parameter; Shear resistance

Indexed keywords

AXIAL LOADS; COMPRESSIVE STRENGTH; FAILURE ANALYSIS; REINFORCED CONCRETE; SHEAR STRESS; STRAIN;

CONCRETE CRACKING; IN-PLANE GEOMETRY; JOINT SHEAR FAILURE;

JOINTS (STRUCTURAL COMPONENTS);

AXIAL LOADS; COMPRESSIVE STRENGTH; FAILURE ANALYSIS; JOINTS (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; SHEAR STRESS; STRAIN;

CRACKING; DATABASE; GEOMETRY; REINFORCED CONCRETE; SHEAR;

EID: 34548285953     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.12.012     Document Type: Article

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