Experimental Study on the Mechanical Behavior of Steel Reinforced High-Strength Concrete Column

摘要

Through 6 steel reinforced high-strength concrete (SRC) columns under repeatedly horizontal load test, the influences of axial compression ratio, stirrup ratio and steel reinforced form on seismic ductility of SRC columns are analyzed. The result is that the influences of axial compression ratio and steel reinforced form are the most in all factors, and decide the structure mechanical characteristics. Analysis conclusion can be made use of the experiment and the related academic research in the future.