Stress analysis on cold-formed C-purlins subjected to wind suction load considering the effective stiffness of anti-sag bar

Author:

Zhang Lei,Tong Gen-shu

Funder

the Chinese National Foundation of Natural Science

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference18 articles.

1. Simplified models for cross-section stress demands on C-section purlins in uplift;Jr LCMV;Thin Walled Struct,2010

2. Design of cold-formed steel purlins attached to roof sheeting based on Eurocode 3: effect of gravity load;Katnam;Adv Struct Eng,2008

3. Bending analysis of partially restrained channel-section purlins subjected to up-lift loadings;Ren;J Constr Steel Res,2012

4. Analysis of cold-formed zed-purlins partially restrained by steel sheeting;Ye;Comput Struct,2004

5. Schafer B.W., Pekoz T. (1998). Direct strength prediction of cold-formed steel members using numerical elastic solution. In: Proceeding of the 14th internal specialty conference on cold-formed steel structures, St. Louis; 1998. p. 69-76.

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