Unstiffened Strip Approach for Perforated Wall Studs

Author:

Miller Thomas H.,Pekoz Teoman

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference6 articles.

1. Davis C. S. and Yu W. (1972). The structural behavior of cold‐formed steel members with perforated elements . Department of Civil Engineering Univ. of Missouri‐Rolla Rolla Mo.

2. Miller T. H. (1990). “Behavior of cold‐formed steel wall stud assemblies subject to eccentric axial loads ” PhD thesis Cornell Univ. Ithaca N.Y.

3. Mulligan G. P. (1983). “The influence of local buckling on the structural behavior of singly‐symmetric cold‐formed steel columns ” PhD thesis Cornell Univ. Ithaca N.Y.

4. Ortiz‐Colberg R. A. (1981). “The load carrying capacity of perforated steel columns ” MS thesis Cornell Univ. Ithaca N.Y.

5. Pekoz T. (1987). “Development of a unified approach to the design of cold‐formed steel members.” Rep. CF 87‐1 Advisory Group on the Specification for the Design of Cold‐Formed Steel Structural Members American Iron and Steel Institute Washington D.C.

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