Cast-In-Place (CIP) concrete pile methods are used for top-down construction, such as PRD (Percussion Rotary Drill), RCD (Reverse Circulation Drill), and All casing methods, large-scale construction storage yard, curing periods of concrete material (elongates a construction period), and using stabilizer liquid harmful to the environment is inevitable. Also, it is hard to guarantee a uniform construction quality of concrete piles. To use PHC piles in top-down construction, which can overcome the disadvantages of using CIP concrete piles, a joint design that connects a PHC pile to a column is the most critical. In particular, the joint of the PHC pile to the column properly transfers the axial stress from a column to a PHC pile without punching shear effects and stress concentration. Large local strains at the joint of the PHC pile to the column must be prevented to ensure adequate rigidity between them. In this study, the first develop 16 prototypes of the joint of the PHC pile to the column from basic domed-shape geometry, which is advantageous in saving materials compared to an arch-shaped joint of the PHC pile to the column under compression. With the commercial software ABAQUS, the structural behaviors of each prototype are analytically investigated for the worst case, which is under a compression load of 1.5 times the capacity of a PHC pile (Diameter 1000mm pile’s axial strength is 967tonf[5], so we compressed 1500tont). The most effective prototype is suggested for further experimental study based on the analytical results we studied.