Research Article

Experimental Research on Seismic Performance of a New-Type of R/C Beam-Column Joints with End Plates

Table 3

Load characteristic values and displacement ductility of specimens.

Specimen numberYield load
/kN
Yield displacement /mmLimit load
/kN
Ultimate displacement
/mm
Ductility factor

RC-01Front3.67
Back3.49
#PAN-01Front2.73
Back2.79
#PAN-02Front2.66
Back2.92
#PAN-03Front3.10
Back2.55
#PAN-04Front2.69
Back3.35
#PAN-05Front2.69
Back3.00
#PAN-07Front2.89
Back2.62
#PAN-08Front2.53
Back2.63