The　authors　regret　that　in　the　first　paragraph　of　Section　2.1,　＜　θ　=　(As　+　Aa)/(Ac　+　Aa),　where　As,　Ac,　and　Aa　are　the　sectional　areas　of　the　carbon　profiled　steel,　concrete,　and　rectangular　stainless　steel　tube　(RSST),　respectively＞　should　be　replaced　with　＜θ　=　(As　+　Aa)/(Ac　+　Aa),　where　Aa,　Ac,　and　As　are　the　sectional　areas　of　the　carbon　profiled　steel,　concrete,　and　rectangular　stainless　steel　tube　(RSST),　respectively＞;　and.　Under　formula　8　in　Section　4.3,　＜[Formula　presented]=　Asσ0.2/Acfck＞　should　be　replaced　with　＜[Formula　presented]=　Asσ0.2/(Aa+Ac)fck＞.　The　authors　would　like　to　apologise　for　any　inconvenience　caused.　DOI　of　original　article:　https://doi.org/10.1016/j.engstruct.2023.116689　©　2024　Elsevier　Ltd