This paper gives recommendations to assist designers in the seismic design of structures in which the primary structural system is composed of cold formed members. The primary seismic resisting system or systems may be of cold formed sections or hot rolled sections depending on the inelastic ductility demand. Subjects covered include inelastic behavior, seismic design options, welding and bolting requirements, and pallet racking systems.
CITATION STYLE
Clifton, G. C. (1985). COLD FORMED SECTIONS. Bulletin of the New Zealand National Society for Earthquake Engineering, 18(4), 397–399. https://doi.org/10.5459/bnzsee.18.4.397-399
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