2008•Shanxi ArchitectureRequires access
Research on sensitive factors in behaviors of steel high-strength reinforced concrete columns
Yang Bao-shen
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Abstract
The influences of axial compression ratio and stirrup ratio on seismic behaviors of SHRC 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.And steel form is also an important factor.Axial compression ratio of the steel high-strength reinforced concrete columns with different steel form may be adjusted.