On the analytical model of beam-to-column semi-rigid connections, using plate theory

Thin-Walled Structures

Volumn 39, Issue 4, 2001, Pages 307-325

  Mofid, M ^a   Ghorbani Asl, M ^b   McCabe, S L ^a  

^a UNIVERSITY OF KANSAS   (United States)

^b SHARIF UNIVERSITY OF TECHNOLOGY   (Iran)

Author keywords

End plate; Semi rigid connection; Steel connection

Indexed keywords

COLUMNS (STRUCTURAL); DEFORMATION; FAILURE ANALYSIS; FINITE ELEMENT METHOD; LINEAR EQUATIONS; MATHEMATICAL MODELS; NONLINEAR EQUATIONS; STEEL BEAMS AND GIRDERS; STRUCTURAL ANALYSIS;

BEAM-TO-COLUMN SEMI-RIGID CONNECTIONS; PLATE THEORY;

PLATES (STRUCTURAL COMPONENTS);

EID: 0035312118     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(01)00002-7     Document Type: Article

References (15)

1. Panel zone flexibility in seismic moment joints
2. Initial stiffness of semi-rigid steel beam-to-column connections
3. Moment-rotation relations of semi-rigid connections with angles
4. Computer modeling of an extended end-plate bolted connection
5. 3D simulation of end-plate bolted connections
6. Steel frame analysis with flexible joints
7. Semi-rigid steel beam-to-column connections: Data base and modeling
8. New semi-rigid joint elements for non-linear analysis of flexibly connected frames
9. Inelastic and stability analysis of flexibly connected steel frames by springs-in-series models
10. Seismic response of low- rise steel frames