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The authors would like to express their sincere gratitude to Universitat Jaume I and the project P1-1A2015-06 entitled “Analisis experimental de pilares mixtos src. Nuevos modelos de calculo empleando tecnicas de inteligencia artificial” and the BEST/2017/147 granted by Conselleria d’Educacio, Investigacio, Cultura i Esport, GVA.

Concrete-filled round-ended steel tubular stub columns under concentric and eccentric loads