To achieve consistent collapse risk, risk-targeted ground motion parameters were investigated. First, based on the ArcGIS Engine software, a discrete algorithm was used to analyze the probability of seismic hazard in Xian region. Then, by considering the seismic fragility of the structure, the risk-targeted ground motion parameters of very rare earthquake, maximum considered earthquake, and design basis earthquake for each control point were obtained by risk integral based on the annual exceeding probability curves obtained from seismic hazard analysis and the ground motion decision parameters obtained from existing research results. The risk-targeted ground motion parameters were denoted as PGA_RV, PGA_RM, and PGA_RD, respectively. The relation between the risk coefficient R_c (defined as the ratio of PGA_RM to the ground motion intensity corresponding to maximum considered earthquake) and K₁ (defined as the ratio of PGA_RV to PGA_RD) and K₂ (defined as the ratio of PGA_RM to PGA_RD) were calculated. Finally, based on the parameter effect analysis, the effect of βR (i.e., logarithmic standard deviation of structural fragility) on PGA_RM, R_c, K₁, and K₂ was investigated with its value chosen to be 0.5,0.6,0.7,0.8,0.9, and 1.0, respectively. Results show that the collapse probability did not increase with the increase of the ground motion intensity corresponding to very rare earthquake. Parameters PGA_RM, R_c, K₁, and K₂ all increased with the increase of βR. The larger βR was, the greater the effect on PGA_RM and R_c was, while the effect on K₁ and K₂ remained unchanged with increasing βR. Compared with PGA_RM and R_c, K₁ and K₂ were more sensitive to βR, and K₁ was the most sensitive to βR among all the parameters. The risk-targeted ground motion parameters obtained in Xian region can provide references for seismic design.