Research Article

Seismic Performance of High-Ductile Fiber-Reinforced Concrete Short Columns

Table 5

Comparisons of the characteristic load and displacement.

SpecimenPcr (kN)Δcr (mm)Py (kN)Δy (mm)Pm (kN)Δm (mm)Δu (mm)θu = Δu/Hμ = Δuy

RC1800.90240.055.42289.498.519.171/551.69
HDC21202.39268.517.12326.0513.6517.291/292.42
HDC31302.24270.626.65358.2011.2315.431/322.32
HDC41502.54318.837.16376.8513.0616.201/312.26
HDC51302.34279.746.72342.3911.5514.391/352.14
HDC61402.79261.316.38334.2611.7114.481/352.27
HDC71501.81394.015.73443.927.3713.891/272.75