A theoretical axial stress-strain model for circular concrete-filled-steel-tube columns
Author:
Funder
Research Grants Council of the Hong Kong Special Administrative Region, China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference73 articles.
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2. Behaviour of short and slender concrete-filled stainless steel tubular columns;Uy;J Constr Steel Res,2011
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4. Slenderness limits for filled circular steel tubes;Bradford;J Constr Steel Res,2002
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