Cyclic axial response and energy dissipation of cold-formed steel framing members

Author:

Padilla-Llano David A.,Moen Cristopher D.,Eatherton Matthew R.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. AISI S213-07. North American standard for cold-formed steel framing: lateral design. Washington, D.C.: American Iron and Steel Institute, ANSI/AISI-S213-07; 2007.

2. Shamim I, Rogers CA. Numerical modeling and calibration of CFS framed shear walls under dynamic loading. In: Proceedings of the 21st international specialty conference on cold-formed steel structures. St. Louis, Missouri; October 24–25, 2012.

3. Steel sheathed/CFS framed shear walls under dynamic loading: numerical modelling and calibration;Shamim;Thin-Walled Struct,2013

4. Liu P, Peterman KD, Yu C, Schafer BW. Characterization of cold-formed steel shear wall behavior under cyclic loading for the CFS-NEES building. In: Proceedings of the 21st international specialty conference on cold-formed steel structures. St. Louis, Missouri; October 24–25, 2012.

5. Madsen RL, Nakata N, Schafer BW. CFS-NEES building structural design narrative. Research report, RR01, access at 〈www.ce.jhu.edu/cfsness〉, October 2011, revised RR01c May 2012; 2011.

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