Research Article

Experimental Study on Seismic Performance of Prefabricated Frame Column Joints with a High Axial Compression Ratio

Table 4

Seismic indicators of specimens.

SpecimensUltimate load (kN)Yield load (kN)Yield displacement (mm)Limiting displacement driftDuctility factor

W01304.69257.44717.0681/304.23
W02307.44258.43915.8991/334.31
W03304.54258.78414.5791/353.64
XJ-01284.62250.34016.5271/403.50