Direct Strength Design of Cold-Formed C-Sections for Shear and Combined Actions

By C. H. Pham, G. Hancock. 2012

99 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/41a595d6628930845c7085bc309e7306c7e34798

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

In Civil and Structural Engineering

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

Citations in the corpus

• Shear buckling of channel sections with simply supported ends using the Semi-Analytical Finite Strip Method (2013, methodology): “In order to extend the study to lipped channel sections, a 200mm deep lipped channel with flange width 80mm, lip length 20mm and thickness 2mm as studied by Pham and Hancock (2009a, 2012b) has been used.”
• Cold‐formed steel structures around the world (2011, background): “Research continues to determine the proper analogs to local, distortional, and global buckling for shear; meanwhile proposals are under ballot in North America to integrate the improvements already established [60], [61].”