Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling

By Demao Yang, G. Hancock. 2004

160 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/7bfd659bfa9c916fb8ec400f699587d331675975

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Benjamin W. Schafer
2. G. Hancock
3. L. Gardner
4. C. H. Pham
5. S. Afshan
6. Cheng Yu
7. S. Ádány
8. Najib Saliba

In Mechanical Engineering

1. Benjamin W. Schafer
2. G. Hancock
3. L. Gardner

Citations in the corpus

• Development of the 2005 Edition of the Australian/New Zealand Standard for Cold-Formed Steel Structures AS/NZS 4600 (2008, methodology): “The research of Yang and Hancock (2004c) has been used to validate this approach for the case of a single intermediate stiffener in an edge-stiffened element.”
• REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN (2008, background): “Recent work [18,19] has questioned whether local– distortional interaction should be included in some specific cases, particularly when the elastic critical local and distortional buckling loads are at similar levels.”