Cheok and Lew (1991) endeavored to create minute standing up to precast solid associations in seismically dynamic locales by testing four one third scale solid pillar to-segment associations. Two were composed by the 1985 Uniform Building Code (UBC) Seismic zone 2 criteria and two as indicated by UBC zone 4 criteria. Furthermore, two precast present tensioned solid pillar on segment association comparative in configuration to the solid zone 4 examples were tried. It was inferred that posttensioned precast solid pillar segment associations are solid and as flexible as the solid associations, for high seismic locales. In any case, the per cycle and total vitality dispersal qualities, of the precast beam column associations could be moved forward.