Eight　concrete　filled　steel　column-steel　beam　end　plate　joints　connected　with　blind　bolts　were　tested　under　axial　tension　and　combined　bending-shear　static　loading.　The　influence　of　the　binding　bars　on　the　integrity　of　the　panel　zone　of　the　joints　was　investigated,　and　the　performance　of　the　blind-bolted　joints　was　discussed.　The　test　results　show　that　the　blind　bolts　have　good　mechanical　properties,　and　reliable　working　performance.　The　binding　bars　can　effectively　reduce　the　tube　deformation　of　square　concrete-filled　steel　tubes　and　improve　the　integrity　of　the　joint　panel　zone.　In　contrast,　binding　bars　are　not　so　effective　in　enhancing　the　performance　of　joints　with　circular　columns　since　the　circular　steel　tubes　are　not　susceptible　to　local　buckling.　Compared　with　binding　bars,　passing-through　bolts　are　more　effective　in　improving　the　joint　performance.　Under　the　combined　action　of　bending　and　shear,　the　blind-bolted　joints　show　good　deformation　capacity.　The　research　results　have　provided　a　good　basis　for　the　future　development　of　finite　element　models.　©,　2015,　Hunan　University.　All　right　reserved.