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Behavior of Steel Fiber Reinforced Concrete Columns under Cyclic Loading
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 Title & Authors
Behavior of Steel Fiber Reinforced Concrete Columns under Cyclic Loading
Chang Kug-Kwan; Lee Hyun-Ho;
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 Abstract
To improve the brittle column behavior during seismic excitation, benefits of using steel fiber reinforced concrete in columns were investigated. For experimental study, eight specimens were used to evaluate the shear enhancement effect. The variables in this study were amount of shear reinforcement ratio (i.e., 0.26, 0.21 ) and steel fiber volume fracti