Modelling of cold-formed steel sandwich purlin-sheeting systems to estimate the rotational restraint

Author:

Katnam K.B.,Van Impe R.,Lagae G.,De Strycker M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. Peköz T, Soroushian P. Behaviour of C and Z-purlins under wind uplift. In: Proceedings of the sixth international specialty conference on cold-formed steel structures, St. Louis, MO, 1982.

2. Design of cold-formed purlins and rails restrained by sheeting;Tomà;J Construct Steel Res,1994

3. Stability of cold formed purlins braced by steel sheeting;Sokol;Thin-wall Struct,1996

4. Design of thin-walled purlins for distortional buckling;Jiang;Thin-wall Struct,1997

5. Comparison of tests of bridged and unbridged purlins with a non-linear analysis model;Rousch;J Construct Steel Res,1997

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