In this paper, the seismic hazard maps for Ho Chi Minh city are presented. The maximum Intensity for the basement of class A in the Ho Chi Minh city can reach the value of VII (I=VII by MSK-64), the highest PGA value is 0.10 g. The PGA corresponds to the periods of time: 500 years reaches the value PGA = 0.03-0.06 g (I = VI-(MSK-64)
1,000 years, PGA = 0.06-0.07g, (I = VII- MSK- 64)
2,500 years, PGA= 0.07-0.09g, ( I = VII -MK-64)
5,000 years, PGA = 0.07-0.10 g (the maximum value, I = VII - MSK-64). Dividing 7 ground types: A , B, C, D, E, S1, S2 base on geological sections of boreholes and parameters as shear wave velocity (Vs), standard penetration test N30.