This　paper　considers　the　combination　of　cyclic　and　axial　loads　to　investigate　the　hysteretic　performance　of　H　section　6061-T6　aluminum　alloy　members.　The　hysteretic　performance　of　aluminum　alloy　members　is　the　basis　for　the　seismic　performance　of　aluminum　alloy　structures.　Despite　the　prevalence　of　aluminum　alloy　reticulated　shells　structures　worldwide,　research　into　the　seismic　performance　of　aluminum　alloy　structures　remains　inadequate.　To　address　this　deficiency,　we　design　and　conduct　cyclic　axial　load　testing　of　three　H-section　members　based　on　a　reliable　testing　system.　The　influence　of　slenderness　ratios　and　bending　direction　on　the　failure　form,　bearing　capacity,　and　stiffness　degradation　of　each　member　are　analyzed.　The　experiment　results　show　that　overall　buckling　dominates　the　failure　mechanism　of　all　test　members　before　local　buckling　occurs.　As　the　load　increases　after　overall　buckling,　the　plasticity　of　the　member　develops,　finally　leading　to　local　buckling　and　fracture　failure.　The　results　illustrate　that　the　plasticity　development　of　the　local　buckling　position　is　the　main　reason　for　the　stiffness　degradation　and　failure　of　the　member.　Additionally,　with　the　increase　of　the　slenderness　ratio,　the　energy-dissipation　capacity　and　stiffness　of　the　member　decrease　significantly.　Simultaneously,　a　finite　element　model　based　on　the　Chaboche　hybrid　strengthening　model　is　established　according　to　the　experiment,　and　the　rationality　of　the　constitutive　model　and　validity　of　the　finite　element　simulation　method　are　verified.　The　parameter　analysis　of　twenty-four　members　with　different　sections,　slenderness　ratios,　bending　directions,　and　boundary　conditions　are　also　carried　out.　Results　show　that　the　section　size　and　boundary　condition　of　the　member　have　a　significant　influence　on　stiffness　degradation　and　energy　dissipation　capacity.　Based　on　the　above,　the　appropriate　material　constitutive　relationship　and　analysis　method　of　H-section　aluminum　alloy　members　under　cyclic　loading　are　determined,　providing　a　reference　for　the　seismic　design　of　aluminum　alloy　structures.