Experimental and mechanical model for predicting the behaviour of minor axis beam-to-column semi-rigid joints

International Journal of Mechanical Sciences

Volumn 44, Issue 6, 2002, Pages 1047-1065

  De Lima, L R O ^a   De Andrade, S A L ^a,b   Da S Vellasco, P C G ^b   Da Silva, L S ^c  

^a PONTIFICAL CATHOLIC UNIVERSITY OF RIO DE JANEIRO   (Brazil)

^b STATE UNIVERSITY OF RIO DE JANEIRO   (Brazil)

^c UNIVERSITY OF COIMBRA   (Portugal)

Author keywords

Component method; Finite element modelling; Mechanical models; Semi rigid joints; Structural steel connections

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; ROTATION; STEEL STRUCTURES;

STRUCTURAL STEEL CONNECTIONS;

JOINTS (STRUCTURAL COMPONENTS);

EID: 0036609066     PISSN: 00207403     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0020-7403(02)00013-9     Document Type: Conference Paper

References (15)

1. General report: Session on connections
2. A design method for the tension side of statically-loaded, bolted beam-to-column joints
3. Moment-rotation curves for bolted connections
4. A ductility model for steel connections
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6. Semi-rigid connections in steel structures
7. Analytical evaluation of the moment-rotation response of beam-to-column composite joints under static loading
8. Bolted semi-rigid connections to the column minor axis
9. Guidelines for a numerical modelling of beam-to-column minor-axis joints
10. Semi-rigid behaviour of beam-to-column minor-axis joints