A　total　of　22　concrete　filled　steel　tubular　(CFST)　columns　with　corrugated　steel　webs　were　tested,　taking　slenderness　ratio　and　eccentricity　ratio　as　key　parameters.　Load-deflection　curves,　strains　in　tubes　and　corrugated　webs　of　the　specimens　are　analyzed.　Test　results　show　that　the　mechanical　behavior　of　CFST　columns　with　corrugated　steel　webs　is　similar　with　that　of　CFST　laced　columns.　The　ultimate　load　is　decreased　with　the　increase　of　slenderness　ratio　and　eccentric　ratio,　and　the　influence　of　slenderness　ratio　and　eccentricity　ratio　on　the　ultimate　load-carrying　capacity　is　independent,　product　of　the　two　reduction　factors　due　to　them　can　be　applied　to　take　the　effect　of　them　into　consideration　in　the　calculation　of　load-carrying　capacity.　The　influence　of　shear　deformation　on　the　ultimate　load-carrying　capacity　of　CFST　columns　with　corrugated　steel　webs　should　be　considered.　However,　the　shear　deformation　in　CFST　columns　with　corrugated　web　is　smaller　than　that　in　CFST　laced　columns　due　to　the　higher　shearing　resistance　of　corrugated　steel　web.　Based　on　calculation　method　for　the　critical　load　of　columns　with　solid　section,　the　method　for　the　calculation　of　stability　factor　for　CFST　columns　with　corrugated　webs　is　proposed.