2012•Unpublished venueRequires access

Discussion on Limit Values of Axial Compression Ratio of Steel Reinforced Concrete Columns

LI Yun-yun, Baosheng Yang

Abstract

The limit values of axial compression ratio of reinforced concrete columns and steel reinforced concrete columns are introduced, and through the test, the influences of axial compression ratio on seismic ductility of SRC columns are analyzed. The limited values of axial compression ratio of the columns are obtained, corresponding different stirrup ratios at a certain level of displacement ductility.

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Key concepts: Stirrup, Ductility (Earth science), Materials science, Structural engineering, Reinforced concrete, Compression (physics), Limit (mathematics), Displacement (psychology)