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Low‐cycle reversed loading test were conducted on 10 circular steel tube confined reinforced self‐stressing steel slag concrete columns and four circular steel tube confined reinforced steel slag concrete (SSC) columns, to investigate the influence of the shear span ratio, axial compression ratio, diameter‐thickness ratio and expansion ratio of SSC on the seismic performance of the specimens. The...
To fully use the expansion property of steel slag, an experiment on 10 self‐stressing steel slag concrete‐filled steel tube (SSSCFST) columns and four steel slag concrete‐filled steel tube (SSCFST) columns subjected to low cyclic loading are implemented, the effects of the expansion ratio of the steel slag concrete, axial compression ratio, diameter‐thickness ratio, and shear span ratio on the seismic...
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