Design resistance of unstiffened column web subject to transverse compression in beam-to-column joints

Journal of Constructional Steel Research

Volumn 45, Issue 1, 1998, Pages 1-15

  Bose, B ^a  

^a UNIVERSITY OF ABERTAY DUNDEE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BOLTED JOINTS; BUCKLING; COLUMNS (STRUCTURAL); COMPRESSION TESTING; FAILURE ANALYSIS; PLATES (STRUCTURAL COMPONENTS); STANDARDS; STEEL BEAMS AND GIRDERS; STEEL STRUCTURES;

TRANSVERSE COMPRESSION; UNSTIFFENED COLUMN WEB;

STRUCTURAL DESIGN;

EID: 0031599155     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(97)00065-5     Document Type: Article

References (9)

1. BS 5950, Part 1: Structural use of steelwork in building, Part 1, Code of practice for design in simple and continuous construction: hot rolled sections. British Standards Institution, 1985.
2. DD ENV 1993-1-1, Eurocode 3: Design of steel structures, Part 1.1, General rules and rules for buildings. British Standards Institution, 1992.
3. Baddoo, N. R., Morrow, A. W. and Taylor, J. C., C-EC3 - Concise Eurocode 3 for the design of steel buildings in the United Kingdom. The Steel Construction Institute, 1993.
4. ENV 1993-1-1:1992/prA2:1994, Eurocode 3: Part 1.1, Revised Annex J: Joints in buildings frame. European Committee for Standardization (CEN).
5. Aribert, J. M., Lachal, A. and Moheissen, M., Modelling and experimental investigation of plastic resistance and local buckling of H or I steel sections submitted to concentrated or partially distributed loading. In Proc. IUTAM Symposium, Prague, September 1990, pp. 101-110.
6. Joints in steel construction, moment connections. The Steel Construction Institute, 1995.
7. Bose, B. and Hughes, A. F., Verifying the performance of standard ductile connections for semi-continuous steel frames. Proc. Inst. Civil Engineers, Structures and Buildings, 1995, 110, 441-457.
8. Bose, B., Youngson, G. K. and Wang, Z. M., An appraisal of the design rules in Eurocode 3 for bolted end plate joints by comparison with experimental results. Proc. Inst. Civil Engineers, Structures and Buildings, 1996, 116, 221-234.
9. Wang, Z. M., Behaviour of beam-to-column flush end plate connections in structural steelwork. Ph.D. Thesis, University of Abertay, Dundee, 1996.