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

Table 1

Arrangement of reinforcement of specimen.

Specimen	Strength of concrete	Section type	Section size; (mm)	Longitudinal reinforcement	Stirrup spacing (mm)	Stirrup encryption area (mm)
Column	C60	Rectangle	400 × 400	16Φ22HRB600	50	30
RC-01	C60	Rectangle	450 × 380	12Φ22HRB600	50	30
#PAN-01	C35	Rectangle	450 × 200	4Φ20HTH1080; 4Φ18HRB400	110	90
#PAN-02	C35				50	40
#PAN-03	C35				60	50
#PAN-04	C35				70	60
#PAN-05	C35				90	70
#PAN-06	C35				100	80
#PAN-07	C35				90 (double stirrup)	70 (double stirrup)
#PAN-08	C35				100 (double stirrup)	80 (double stirrup)