In this study, seismic behaviour of exterior (T) and corner (L) beam-column joints with conventional reinforcement detailing in the joint region as well as beamcolumn joints with different anchorage patterns were investigated. The behaviour of specimens with conventional reinforcement pattern (CS-T& CS-L) in the joint region is compared with TS-A, TS-B, LS-A and LS-B.TS-A and LS-A indicate specimen with four inclined bars that extend from column to beam, two from the column portion above the joint and two from the column portion below the joint. TS-B and LS-B are the specimens with four bars in beam, two at top and two at the bottom, which were intersected to form ‘X’ shape, provided with round hook anchorage. Steel fibres are included as 1.5% by volume to study the impact of steel fibres in enhancing the performance of beam-column joints. These specimens are indicated as CSF-T, TSF-A, TSF-B, CSF-L, CSF-A, CSF-B. The performances of these 12 specimens are compared in terms of lateral load-displacement hysteresis loop, maximal moment capacity, maximum of shear capacity, load ratio, enegy dissipation capacity, and crack pattern. In this paper the comparison of performances of CS-T, TS-A, TS-B and CSF-T are presented.