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Advances in Civil Engineering
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2012
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Article
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Fig 4
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Research Article
High-Performance Steel Bars and Fibers as Concrete Reinforcement for Seismic-Resistant Frames
Figure 4
Measured shear versus drift ratio, columns (l kip = 4.45 kN).
(a)
Specimen CC-3.3-20 north
(b)
Specimen UC-1.6-20 north
(c)
Specimen UC-1.6-20F north