Distortional Buckling Tests on Cold-Formed Steel Beams

By Cheng Yu, Benjamin W. Schafer. 2006

162 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/8d5ff2e11eb9edad12cc1d7460f844568739c44b

How researchers see this paper

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

In Building and Construction

1. Benjamin W. Schafer
2. Cheng Yu
3. L. Gardner
4. S. Afshan
5. Najib Saliba

In Civil and Structural Engineering

1. Benjamin W. Schafer
2. Cheng Yu
3. L. Gardner
4. S. Afshan
5. S. Ádány
6. Najib Saliba

Citations in the corpus

• REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN (2008, methodology): “Additional information on the design of purlins using the Direct Strength Method beyond that in [27] is also offered in [39].”
• Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method (2007, background): “An extensive series of tests was conducted on industry standard cold-formed steel C and Z-beams to study local buckling (Yu and Schafer [1]) and distortional buckling (Yu and Schafer [2]) failures.”