Moment redistribution in cold-formed steel continuous beams

Author:

Hui Chi,Gardner Leroy,Nethercot David A

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Behaviour of cold-formed steel purlins under gravity loading;Willis;J. Struct. Eng. ASCE,1990

2. G.J. Hancock, M. Celeban, C. Healy, P.N. Georgiou, N.L. Ings, Tests of purlins with screw fastened sheeting under wind uplift, in: Proceedings of the Tenth International Specialty Conference on Cold-Formed Steel Structures, University of Missouri-Rolla St Louis, MO, 1990, pp. 393–419

3. Experimental investigation into the structural behaviour of lapped connections between cold-formed steel Z sections;Ho;Thin-Walled Struct.,2004

4. Behaviour of multi-span cold-formed Z-purlins with bolted lapped connections;Dubina;Thin-Walled Struct.,2010

5. Moment resistance and flexural rigidity of lapped connections in multi-span cold-formed Z purlin systems;Zhang;Thin-Walled Struct.,2008

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