Study on Seismic Performance of Connecting Prefabricated Coupling Beam and Shear Wall with Equivalent Bars

Table 5

Simulation results of the specimens.

Specimen code	Yield load (kN)	Maximum load (kN)	Failure load (kN)	Yield displacement (mm)	Ultimate displacement (mm)	Ductility coefficient
DCC1	54.29	66.35	56.40	3.94	30.96	5.99
DPC2	46.01	58.24	49.50	2.41	27.38	7.58
DPC3	45.84	57.21	48.63	1.85	24.26	11.54
DPC4	50.88	62.42	53.06	2.47	22.87	7.13
DPC5	48.76	59.41	50.50	2.78	23.02	7.83
DPC6	46.35	57.07	48.51	2.49	23.72	7.85
DPC7	43.94	56.95	48.41	2.39	24.06	10.08
DPC8	46.10	56.03	47.63	1.98	18.07	8.44
DCC9	43.89	63.13	53.66	1.83	23.68	10.65
DPC10	52.25	64.84	55.11	3.11	30.31	9.65