[Retracted] Seismic Performance and Finite Element Analysis of Reinforced Concrete Frames Considering a Masonry-Infilled Wall

Table 4

The results of the energy dissipation coefficient.

Specimen	Loading direction	Yield point		Peak point
		Load/(kN)	Displacement/(mm)	Load/(kN)	Displacement/(mm)
KJ-1	Push	144.0	15.24	154.1	19.05
	Pull	−131.6	−15.11	−143.0	−18.87
KJ-T-1	Push	482.2	15.74	870.5	72
	Pull	−489.3	−17.31	−900.7	−63
KJ-T-2	Push	406.3	15.77	594.7	72
	Pull	−414.0	−15.67	−614.3	−72
KJ-T-3	Push	346.3	20.25	489.7	135
	Pull	−349.3	−19.51	−493.4	−135
KJ-T-4	Push	287.9	19.35	363.2	135
	Pull	−300.0	−19.23	−368.2	−27
KJ-T-5	Push	421.9	14.93	569.7	108
	Pull	−420.0	−15.00	−583.7	−108
KJ-T-6	Push	271.0	18.55	317.5	27
	Pull	−290.1	−20.07	−354.3	−27
KJ-T-7	Push	334.1	18.51	446.0	135
	Pull	−353.5	−18.21	−445.3	−135
KJ-T-8	Push	383.4	24.69	538.3	126
	Pull	−431.8	−24.97	−539.7	−108