Lateral–torsional buckling of cold-formed zed-purlins partial-laterally restrained by metal sheeting

Author:

Li Long-yuan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Moore DB, Sims PAC. Load tests on full-scale cold formed steel roofs. Building Research Establishment Report, part 1: sigma purlin system, part 2: zed purlin system and part 3: zeta purlin system. Department of the Environment, Building Research Station, Garston, Watford WD2 7JR, 1988.

2. Design of cold-formed purlins and rails restrained by sheeting;Toma;Journal of Constructional Steel Research,1994

3. Recent research advances in cold-formed steel structures;Davies;Journal of Constructional Steel Research,2000

4. Flexural–Torsional Buckling of Structures;Trahair,1993

5. The behavior of purlins subject to wind uplift (an assessment of EC3: part 1.3;Leach;The Structural Engineer,1993

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