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Additional info for Advances in Steel Structures (ICASS '96). Proceedings of International Conference on Advances in Steel Structures 11–14 December 1996, Hong Kong
Nethercot ~and M. P. Byfield 2 Department of Civil Engineering, University of Nottingham, University Park, Nottingham NG7 2RD, UK 2 British Steel plc, Swinden Technology Centre, Moorgate, Rotherham, $60 3AR, UK ABSTRACT The formal process used to select numerical values for partial safety, factors on resistance so as to ensure a suitable target level of reliability in structural design is reviewed. Particular attention is given to the approach used in calibrating the structural Eurocodes, specifically the method of Annex Z of EC3.
CEN (1993). 1: General rules and rules for buildings, ENV 1993-1-1 version. British Standards Institution, London. CEN (1993a). ENV 1993-1-1: Eurocode 3 Teil 1-1: Annex Z - Determination of design resistance from tests. European Committee for Standardisation, Brussels. CIRIA (1977). Rationalization of safety and serviceability factors in structural codes. CIRIA, London, 63. Nethercot, D. A. and Byfield, M. P. (1993). Chapter 3: Structural steelwork. In: Background document for the National Application Document (NAD) of Eurocode ENV EC 1: relative levels of safety in Eurocodes.
Elasto-plastic large deformation analysis of thin-walled structures. Engineering Structures. A. & Kitipornchai, S. 1990c. Predicting the ultimate structural behaviour of transmission towers. Steel Construction, AISC. A. & Kitipornchai, S. 1992. Nonlinear analysis of transmission towers. Structures. 14 (3): 139-151. A. 1981. A fast incremental/iterative solution procedure that handles snap-through. Computers and Structures. Recommendation for angles in lattice transmission towers. European Convention for Constructional Steelwork, January 1985 EPRI 1986.