Taking　slenderness　ratio　and　eccentric　ratio　as　parameters,　total　of　22　concrete　filled　steel　tubular　(CFST)　columns　with　trapezoidally　corrugated　steel　webs,　are　tested.　Based　on　the　test　results,　load-deflection　curves,　strains　in　tubes　and　corrugated　webs　are　analyzed.　It　shows　that　the　mechanical　behavior　of　CFST　columns　with　trapezoidally　corrugated　steel　webs　is　similar　with　that　of　CFST　laced　columns,　and　the　influence　of　slenderness　ratio　and　eccentricity　ratio　on　the　ultimate　load-carrying　capacity　is　independent.　The　load-carrying　capacity　CFST　column　with　corrugated　steel　web　is　reduced　with　the　increasing　of　eccentric　ratio　and　slenderness　ratio.　The　shear　effect　should　also　be　taken　into　account　in　calculating　the　load-carrying　capacity　of　CFST　column　with　corrugated　steel　web.