Web crippling behaviour of nested Z-purlins-Reference-Cited by-同舟云学术

Web crippling behaviour of nested Z-purlins

Published:1994-07 Issue:5 Volume:16 Page:332-336
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

LaBoube R.A.,Nunnery J.N.,Hodges R.E.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference5 articles.

1. Specification for the Design of Cold-Formed Steel Structural Members;American Iron and Steel Institute,1986

2. Load and Resistance Factor Design Specification for Cold-Formed Steel Structural Members;American Iron and Steel Institute,1991

3. Investigation of allowable load capacities for continuous cold-formed Z-shaped purlins within the lapped region over interior supports;Rolfes,1990

4. The effect of flange restrainton web crippling;Bhakta,1991

5. Hsiao, L. E., Yu, W. W. and Galambos, T. V. ‘Load and resistance factor design of cold-formed steel: load and resistance factor design specification for cold-formed steel structural members with commentary’, Twelfth Progress Report, Civil Engineering Study 89-5, Structural Series, University of Missouri-Rolla, Rolla, MO

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