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In order to study the influence of the ground motion spatial effect on the seismic response of large span spatial structures with isolation bearings,a single-layer cylindrical latticed shell scale model with a similarity ratio of 1/10 was constructed.An earthquake simulation shaking table test on the response under multiple-support excitations was performed with the high-position seismic isolation method using high damping rubber (HDR) bearings.Small-amplitude sinusoidal waves and seismic wave records with various spectral characteristics were applied to the model.The dynamic characteristics of the model and the seismic isolation effect on it were analyzed at varying apparent wave velocities,namely infinitely great,1000 m/s,500 m/s and 250 m/s.Besides,numerical simulations were carried out by Matlab software.According to the comparison results,the numerical results agreed well with the experimental data.Moreover,the results showed that the latticed shell roof exhibited a translational motion as a rigid body after the installation of the HDR bearings with a much lower natural frequency,higher damping ratio and only 1/2～l/8 of the acceleration response peak values.Meanwhile,the structural responses and the bearing deformations at the output end of the seismic waves were greatly increased under multiple-support excitations.