REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN

By Benjamin W. Schafer. 2008

699 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/ec95cb6b9d6b9c3dcd5bd7409da6327342dc21ec

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. L. Gardner
2. S. Afshan
3. Najib Saliba
4. O. Zhao
5. M. Theofanous
6. Benjamin W. Schafer
7. G. Hancock
8. C. H. Pham

In Civil and Structural Engineering

1. L. Gardner
2. S. Afshan
3. Najib Saliba
4. O. Zhao
5. Benjamin W. Schafer
6. M. Theofanous
7. C. H. Pham
8. G. Hancock

Citations in the corpus

• Cross-section stability of lean duplex stainless steel welded I-sections (2013, methodology): “16 The continuous strength method defines the section slenderness on the basis of the full cross-section [40] or, conservatively on the basis of the most slender constituent element (Eq.”
• Cold‐formed steel structures around the world (2011, methodology): “, in [1], [2]; however the Direct Strength Method (DSM) as provided in Appendix 1 of [1] and fully reviewed in [48] has been developed as an alternative approach.”
• Structural response and continuous strength method design of slender stainless steel cross-sections (2017, methodology): “2 The direct strength method (DSM) The direct strength method (DSM) was developed by Schafer and Peköz [22,23] to overcome the cumbersome nature of the effective width method when applied to slender cold-formed carbon steel cross-sections of complex geometries or under stress gradients, and to consi”
• The continuous strength method for structural stainless steel design (2013, methodology): “776 [34] is given by the DSM, but, in conjunction with a higher partial safety factor than recommended in European standards.”
• Direct Strength Design of Cold-Formed C-Sections for Shear and Combined Actions (2012, background): “205 The Direct Strength Method (Schafer and Peköz, 1998) was formally adopted in the North American Design Specification in 2004 and in Australian/New Zealand Standard AS/NZS 4600:2005 as an alternative to the traditional Effective Width Method (EWM) in 2005.”
• Testing and numerical modelling of lean duplex stainless steel hollow section columns (2009, background): “More advanced approaches accounting for element interaction have been derived for hot-rolled carbon steel H-sections [36], coldformed carbon steel sections [37] and cold-formed stainless steel sections [38].”