According to the experirrrerns on short-leg shearwall transfer beam specimens subject to vertical load and horizontal cyclic load have been carried out, mechanical behaviors of the joints are investigated. The stress states before and after cracking, the occurrence and development of cracks and the failure modes were obtained. 11 a test research the influence of haunched and inclined beam on the carrying capacity of transfer joint. The results sups show that the initial slope column specimen stiffness and ultimate stiffness are both greater than the haunched type specimen, their hysteresis curve are established and hysteresis energy has also increased.