Application of the component method to column bases

Journal of Constructional Steel Research

Volumn 48, Issue 2-3, 1998, Pages 89-106

  Jaspart, J P ^a   Vandegans, D ^b  

^a UNIVERSITY OF LIÈGE   (Belgium)

^b CRIF Steel Construction Department   (Belgium)

Author keywords

Column bases; Component method; Eurocode 3; Experiments; Mechanical model; Rotational stiffness; Strength

Indexed keywords

COLUMNS (STRUCTURAL); JOINTS (STRUCTURAL COMPONENTS); MODEL STRUCTURES; STIFFNESS; STRENGTH OF MATERIALS;

COMPONENT METHOD; ROTATIONAL STIFFNESS;

STEEL STRUCTURES;

EID: 0032208123     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(98)90196-1     Document Type: Article

References (6)

1. EUROCODE 3. Revised Annex J. Joints in Building Frames. Document CEN/TC250/SC3-N419E. Brussels: European Committee for Standardization, 1994.
2. EUROCODE 3. Annex L. Design of column bases. ENV-1993-1-1. Brussels: European Prenorm, 1992.
3. Guisse S, Vandegans D, Jaspart JP. Application of the component method to column bases - experimentation and development of a mechanical model for characterization. Report no. MT195. Liège: Research Centre of the Belgian Metalworking Industry, 1996.
4. Jaspart JP, Maquoi R. Prediction of the semi-rigid and partial-strength properties of structural joints. Proceedings of SSRC Annual Technical Session and Meeting, Lehigh (USA), 1994, pp. 172-192.
5. Penserini P. Caractérisation et modélisation du comportement des liaisons structure métallique-fondation. Ph.D. Thesis. Paris: University Pierre and Marie Curie, 1991.
6. Wald F. Patky sloupu - Column bases. Prague: CVUT, Czech Technical University, 1995.