Numerical Study on Deformation Capacity of Steel Plate Reinforced Concrete Shear Walls

Table 6

Comparison of deformation capacity between tests and predicted results.

Ref.	Test no.	∆y (mm)		∆y,TEST/∆y,pred	∆u (mm)		∆u,TEST/∆u,pred	μ		μTEST/μpred
		∆y,TEST	∆y,pred		∆u,TEST	∆u,pred		μTEST	μpred
Jiang [6]	SPRCW1	8.60	7.89	1.09	33.90	28.50	1.19	3.94	3.61	1.09
	SPRCW2	6.90	7.89	0.87	26.65	26.40	1.01	3.86	3.35	1.15
	SPRCW3	8.00	7.89	1.01	20.42	24.70	0.83	2.55	3.13	0.81
Zhu [7]	GB2-3-1	6.92	6.43	1.08	27.22	25.60	1.06	3.93	3.98	0.99
	GB2-3-2	6.13	6.43	0.95	25.45	23.90	1.06	4.15	3.72	1.12
	GB2-3-3	6.10	6.43	0.95	21.41	24.30	0.88	3.51	3.78	0.93
	GB2-3-4	6.80	6.43	1.06	22.59	23.10	0.98	3.32	3.59	0.93
	GB2-5-1	6.61	6.43	1.03	28.39	23.60	1.20	4.29	3.67	1.17
	GB2-5-2	8.02	6.43	1.25	24.77	21.40	1.16	3.09	3.33	0.93
	GB2-5-3	6.84	6.43	1.06	24.64	21.80	1.13	3.60	3.39	1.06
	GB2-5-4	6.36	6.43	0.99	18.49	21.90	0.84	2.91	3.41	0.85
Chen [24]	SRCW3-1a	7.60	6.96	1.09	42.95	36.40	1.18	5.65	5.23	1.08
	SRCW3-1b	7.10	6.96	1.02	34.55	36.40	0.95	4.87	5.23	0.93
	SRCW3-2a	7.15	6.96	1.03	32.85	33.70	0.97	4.59	4.84	0.95
	SRCW3-2b	6.45	6.96	0.93	34.95	33.70	1.04	5.42	4.84	1.12
	SRCW3-3a	6.50	6.96	0.93	32.70	30.70	1.07	5.03	4.41	1.14
	SRCW3-3b	7.15	6.96	1.03	34.15	30.70	1.11	4.78	4.41	1.08
Mean value		—	—	1.02	—	—	1.04	—	—	1.01
Standard variation, σ		—	—	0.08	—	—	0.11	—	—	0.11