Predicting rotational restraint provided to wall girts and roof purlins by through-fastened metal panels-Reference-Cited by-同舟云学术

Predicting rotational restraint provided to wall girts and roof purlins by through-fastened metal panels

Published:2012-12 Issue: Volume:61 Page:145-153
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Gao Tian,Moen Cristopher D.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference35 articles.

1. Cold-formed steel design;Yu,2010

2. Unsymmetrical bending of beams with and without lateral bracing;Zetlin;ASCE Journal of Structural Division,1955

3. On the behaviour of cold-formed steel purlins—particularly with respect to cross sectional distortion;Thomasson,1988

4. Murray T., Elhouar S. Stability requirements of Z-purlin supported conventional metal building roof systems. In: Annual technical session, structural stability research council. Cleveland, Ohio; 1985.

5. Flexural–torsional buckling of structures;Trahair,1993

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