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

Table 4

Comparison of experimental and numerical simulation results.

	Yield load (kN)	Peak load (kN)	Yield displacement (mm)	Peak displacement (mm)
XJ1	55.82	76.03	2.90	31.86
M-XJ1	54.29	66.35	3.94	30.96
Error (%)	2.74	12.73	26.4	2.82
ZP1	47.73	61.43	1.67	28.25
M-ZP1	46.01	58.24	2.41	27.37
Error (%)	3.6	5.19	30.71	3.12
XJ2	49.03	60.51	1.93	24.09
M-XJ2	46.41	62.96	2.95	23.47
Error (%)	5.34	3.89	34.58	2.57
ZP2	43.57	58.68	3.28	36.44
M-ZP2	53.09	66.54	3.64	30.53
Error (%)	17.83	11.81	9.89	16.22