The strength database from the parametric study presented in [Yao and Rasmussen 2014, R949] was used to evaluate an overall number of 19 design methods based on the DSM for non-perforated and perforated thin-walled steel columns with the Ramberg-Osgood material model defined by n=20.
University of Sydney School of Civil Engineering Research Report R949, June 2014 by Yao and Rasmussen.
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