Research Article

Seismic Strength and Stiffness for Recycled Aggregate Concrete-Filled Steel Tube Frame

Table 1

Specific design parameters of the specimens.

NumberSection form of steel tubeRACFST column (mm)Reinforced RAC beam (mm)Steel rateHoop coefficient of frame column
Section sizeColumn heightSection sizeBeam spanMeasured diameter of longitudinal reinforcementMeasured diameter of stirrup

KJ-1Circular formΦ166.2 × 4.6950100 × 2001576.212.636.000.121.36
KJ-2Square formΦ150.9 × 5.0950100 × 2001576.210.506.000.151.62