Abstract: Pseudo dynamic test was conducted on two-storey double-span post-tensioned precast prestressed concrete model frame.The failure mechanism, deformation properties, rigidity degradation and energy dissipation capacity of the structure under dynamic load was investigated, and the elastic-plastic dynamic analysis of model structure was carried out.The analysis indicated that hysteresis curves and energy dissipation of specimens were good at high loading, and the inelastic rotation could be occurred at beam ends for moment redistribution.The prestressed fabricated connection had enough displacement restoring capacity, which reduced the frame damage in earthquake and could be repaired conveniently.