<p>Isolation technology can reduce the type of structural damage that earthquakes cause. A new type of composite sliding-rolling friction composite seismic isolation bearing (SRF) with composite sliding friction and rolling friction is proposed. SRF is capable of realizing a parallel arrangement of sliding friction and rolling friction, and the coefficient of dynamic friction shows variability. The proposed static tests on composite bearings were conducted to investigate the effects of the number of shims, loading speed and vertical pressure on the dynamic friction factor. Test results show that the coefficient of dynamic friction first generally decreases and then increases with an increase in sliding speed, prior to again decreasing with an increase in vertical pressure. The dynamic friction factor increases and then decreases with an increase in the number of shims for a four-roll ball. It decreases and then increases with an increase in the number of shims for a five-roll ball. Based on finite element analysis, modeling and analyzing the effects of the coefficient of friction, the number of balls and the number of shims on the hysteresis performance of the support and derive its skeleton curve. The SRF hysteretic performance, dynamic friction factor and the number of rolling balls and shims show significant correlation.</p>