Analytical approach on endplate connection: Ultimate and yielding moment

Journal of Structural Engineering

Volumn 131, Issue 3, 2005, Pages 449-456

  Mofid, M ^a   Mohammadi, M R S ^a   McCabe, S L ^b  

^a SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

^b UNIVERSITY OF KANSAS   (United States)

Author keywords

Beam columns; Connections; Joints; Plates; Steel

Indexed keywords

BEAM COLUMNS; COLUMN STIFFENERS; CONNECTIONS; MOMENT CAPACITY; TENSION REGION;

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); FORMING; JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; ROTATION; STIFFNESS;

PLATES (STRUCTURAL COMPONENTS);

EID: 14544293626     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:3(449)     Document Type: Article

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