Adapting the equivalent viscoelastic model considering the characteristics of the soils at the site and some mechanics parameters such as maximum shear modulus, dynamic elastic modulus and damping ratio, determined by tests, the earthquake responses of Qinhe inverted siphon pipes are ：studied based on the method of integral in time domain and interation, and distribution regularity of the absolute displacement at the bottom center of the pipes, relative displacement of the top center to the bottom center of the pipes, and dynamic and static synthesis principal stresses are analyzed. According to the analysis results of finite elements method and the design equation of concrete limit bearing capacity, the security degree of resistance capacity of tensile and compress for the concrete pipes are checked. The results indicate that Qinhe inverted siphon pipes satisfy with earthquake-resistance requirements effected when man-made, the adjusted E1 Centro and Pulgas seismic waves inputted individually.