Proposal to Improve the DSM Design of Cold-Formed Steel Angle Columns: Need, Background, Quality Assessment, and Illustration

Author:

Dinis Pedro Borges1,Camotim Dinar2

Affiliation:

1. Assistant Professor, Civil Engineering Research and Innovation for Sustainability, Dept. of Civil Engineering, Architecture and Georesources, Instituto Superior Técnico, Universidade de Lisboa, 1049-001 Lisboa, Portugal.

2. Full Professor, Civil Engineering Research and Innovation for Sustainability, Dept. of Civil Engineering, Architecture and Georesources, Instituto Superior Técnico, Universidade de Lisboa, 1049-001 Lisbon, Portugal (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference18 articles.

1. Direct strength method—a general approach for the design of cold-formed steel structures

2. Chodraui G. M. B. Y. Shifferaw M. Malite and B. W. Schafer. 2006. “Cold-formed steel angles under axial compression.” In Proc. 18th Int. Specialty Conf. on Cold-Formed Steel Structures edited by R. LaBoube and W. W. Yu 285–300. Rolla MO: Univ. of Missouri-Rolla.

3. Dinis P. B. and D. Camotim. 2016. “Proposal for the codification of a DSM design approach for cold-formed steel short-to-intermediate angle columns.” In Proc. Wei-Wen Yu Int. Specialty Conf. on Cold-Formed Steel Structures edited by R. LaBoube and W.-W. Yu 155–171. Rolla MO: Univ. of Missouri-Rolla.

4. On the mechanics of thin-walled angle column instability

5. Behavior of Cold-Formed Steel Plain Angle Columns

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