Yun Yun Li, Bao Sheng Yang
Abstract
Through the experimental test, influences of axial compression ratio on seismic ductility of SRC columns are analyzed. The limit values of axial compression ratio of the columns are obtained, corresponding to different stirrup ratios at a certain level of displacement ductility.
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Through the experimental test, influences of axial compression ratio on seismic ductility of SRC columns are analyzed. The limit values of axial compression ratio of the columns are obtained, corresponding to different stirrup ratios at a certain level of displacement ductility.
Key concepts: Stirrup, Ductility (Earth science), Structural engineering, Materials science, Limit (mathematics), Reinforced concrete, Compression (physics), Displacement (psychology)