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Additional resources for Advances in steel structures: proceedings of the Second International Conference on Advances in Steel Structures 1, 15-17 December 1999, Hong Kong, China

Sample text

Steel in this form is more easily delivered from the steel mill to the manufacturing plant where it is usually cold-rolled into open and closed section members. In Australia, of the approximately one million tonnes of structural steel used each year, 125,000 tonnes is used for cold-formed open sections such as purlins and girts and 400,000 tonnes is used for tubular members. Tubular members are normally produced by cold-forming with an electric resistance weld (ERW) to form the tube. In most applications of open sections, the coil is coated by zinc or aluminium/zinc as part of the steel supply process.

Dong B. and Cao W. w. (1998). A Hysteresis Model for Plane Steel Members with Damage Cumulation Effects. Journal of Constructional Steel Research 48:2/3, 79-87. Shen Z. Y. W. (1983). Analysis of Initially Crooked, End Restrained Steel Columns, Journal of Constructional Steel Research, 3:1, 40-48. RECENT RESEARCH AND DESIGN DEVELOPMENTS IN COLDFORMED OPEN SECTION AND TUBULAR MEMBERS Gregory J. Hancock Department of Civil Engineering, University of Sydney NSW, 2006, Australia ABSTRACT A major research program has been performed for 20 years at the University of Sydney on coldformed open section and tubular structural members.

In a determinate structure, the pattem of internal forces and stresses can be determined using only equilibrium considerations, provided the displacements are small. Most fire tests on isolated members match this condition. By contrast, in a redundant structure, the pattern of internal forces and stresses depends on the relative stiffnesses of parts of the structure. In the training of structural engineers, the significance of lack of fit and imposed displacements in redundant structures is not strongly emphasised, and building structures are often portrayed as dominated by bending actions, accompanied by axial forces in the columns which are rather easily determined.

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