“…Additional models for concrete-filled stainless steel tubular (CFSST) short columns and the concrete-filled stainless steel-carbon steel tubular (CFSCT) short columns under axial compression have been developed by Hassanein et al [26,27], respectively. Based on these design models [8,[25][26][27], a new design model for calculating the ultimate axial strengths of axially loaded short square CFDST columns with inner CHSs is proposed as:…”