Abstract: In order to explore a kind of the new seismic structural materials with high energy-consuming capacity, the steel reinforced crumb rubber concrete were prepared and its structure properties were studied through the pseudo-static test of pillar and the cross-section bending experiments of the beam. Compared with the ordinary concrete, the test results show that the steel reinforced crumb rubber concrete has good ductility and energy-consuming capacity, which is suitable for high seismic requirements structure.