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　self-compacting　high　performance　concrete　members　are　similar　to　those　normal　concrete　members.　The　test　results　provide　useful　references　for　the　popular　application.