Tests on slender composite columns

Journal of Constructional Steel Research

Volumn 49, Issue 1, 1999, Pages 25-41

  Wang, Y C ^a  

^a UNIVERSITY OF MANCHESTER   (United Kingdom)

Author keywords

Calibration; Composite columns; Design method; Double curvature

Indexed keywords

COMPOSITE;

EID: 0033017943     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(98)00202-8     Document Type: Article

References (7)

1. Design of composite bridges: use of BS 5400: Part 5: 1979 for Department of Transport Structures. Department of Transport, London, December 1987.
2. Eurocode 4: Design of composite steel and concrete structures, Part 1.1: General rules and rules for buildings. Commission of European Communities, Brussels, March 1992.
3. Anderson D. Calibration of composite columns: Eurocode 4 and British practice, Report to Building Research Establishment. Department of Environment, March 1992.
4. British Standard. BS5950: Part 1: 1990, Structural use of steelwork in building, Part 1. Code of practice for design in simple and continuous construction: hot rolled sections. British Standards Institution, 1990.
5. Gibbons C. The strength of biaxially loaded beam-columns in flexibly connected steel frames. PhD thesis, Dept. of Civil and Structural Engineering, Sheffield University, 1990.
6. Wang YC, Moore D B Steel frames in fire: analysis. Engineering Structures. 17(6):1995;462-472.
7. Wang YC, Moore D B A design method for concrete-filled, hollow section, composite columns. The Structural Engineer. 75(21):1997;368-373.