In order to study the effects of different strain rates on the dynamic performance of panel concrete after freeze-thaw degradation, uniaxial compression and conventional triaxial experiments were carried on panel concrete with different freeze-thaw cycles (0, 25, 50, 75, 100, 125, 150, 175, and 200 times, respectively) and different strain rates (1×10-5，1×10-4，2×10-4，5×10-4，1×10-3s-1, respectively). The results showed that under the uniaxial compression test, the concrete with the same strain rate has a greater degree of freeze-thaw deterioration, and its dynamic ultimate compressive strength gradually decreases, and the peak strain gradually increases. The concrete of same freeze-thaw cycles will increase the uniaxial dynamic ultimate compressive strength and decrease the peak strain as the strain rate increases. Under the conventional triaxial test, the panel concrete with the same strain rate after 100 freeze-thaw cycles and with the increase of confining pressure, the rate sensitivity of concrete decreases and the peak strain increases with the ultimate compressive strength increases.