Steel　reinforced　concrete　columns　are　the　key　vertical　load-bearing　members　in　the　frame　composite　structures　of　super　high-rise　buildings.　The　steel　sections　and　steel　ratios　of　these　columns　are　the　major　factors　affecting　their　seismic　performance.　In　this　paper,　four　large　steel　reinforced　high-strength　concrete　(SRHC)　columns　were　designed.　The　influences　of　closed　and　open　steel　sections　on　the　seismic　performance　of　SRHC　columns　with　different　steel　ratios　were　analyzed.　The　test　results　show　that　the　SRHC　columns　with　closed　steel　sections　had　plumper　hysteresis　loops,　a　higher　and　more　stable　bearing　capacity,　and　greater　deformation　and　energy　dissipation　capacities　than　the　columns　with　open　steel　sections.　The　influences　of　the　steel　ratio　on　the　plumpness　of　the　hysteresis　loops,　residual　deformation　and　energy　dissipation　capacity　of　the　columns　with　open　steel　sections　were　greater　than　those　of　the　columns　with　closed　steel　sections.　The　fiber-based　method　was　adopted　to　predict　the　F-Delta　curves　and　N-M　interaction　curves　of　the　SRHC　columns　with　closed　and　open　steel　sections.　The　calculated　results　show　good　agreement　with　the　test　results,　and　the　experimental　results　can　provide　evidence　for　the　seismic　design　of　SRHC　columns　with　both　closed　and　open　steel　sections.