Abstract: In this paper,it studies the bending performance of self-compacting high performance concrete beam under the concentrative loads and the seismic performance of SCC column under the low reversed cyclic loads,emphasizes on analyzing the failure pattern,characteristic loads,ductile performance,stiffness degradation and energy dissipation capacity.The study shows that the bending performance and seismic performance of the selfcompacting high performance concrete members are similar to those normal concrete members.The test results provide useful references for the popular application.