Concrete-filled　stainless　steel　tubular　(CFSST)　members　combine　the　structural　characteristics　of　concrete-filled　steel　tubular　members　with　the　inherent　corrosion　resistance　of　stainless　steel.　Representing　a　class　of　nonlinear　materials,　stainless　steel　significantly　differs　in　mechanical　behavior　from　conventional　steel.　This　divergence　becomes　particularly　evident　when　design　specifications　traditionally　applied　to　concrete-filled　steel　tube　structures　are　directly　used　for　stainless　steel　counterparts,　often　leading　to　an　overly　conservative　estimation　of　the　steel　tube　section＇s　strength　due　to　the　overlooked　strain　hardening　and　pronounced　nonlinearity　of　stainless　steel.　This　study　embarks　on　a　comprehensive　review,　encapsulating　the　research　progress　in　the　static　performance,　interface　bond　behavior,　and　seismic　resilience　of　CFSST　members.　It　underscores　that　the　predominant　focus　of　current　research　lies　in　static　performance,　with　a　special　emphasis　on　methodologies　for　calculating　the　axial　compressive　bearing　capacity　of　cross-sections.　Meanwhile,　it　is　observed　that　research　in　the　realms　of　interface　bonding　and　dynamic　performance　is　still　nascent.　A　critical　observation　of　the　study　is　the　inadequate　exploration　of　the　strain　hardening　phenomenon　in　stainless　steel　within　existing　literature.　Consequently,　this　paper　scrutinizes　and　augments　the　application　of　the　continuous　strength　method,　paving　the　way　for　future　research　endeavors　aimed　at　a　more　nuanced　and　accurate　depiction　of　the　mechanical　performance　of　CFSST　members,　thereby　enhancing　their　application　efficacy　in　structural　design.　©　2024　Beijing　University　of　Technology.　All　rights　reserved.