Advances in Civil Engineering

Research Article

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

Table 1

Detailed parameters of specimens.


Ref.	Test no.	h_w × l_w × t_w (mm)	n	λ	f_c (Mpa)	Web			Boundary member
Ref.	Test no.	h_w × l_w × t_w (mm)	n	λ	f_c (Mpa)	f_yt (MPa); ρ_t (%)	f_yl (MPa); ρ_l (%)	f_yp (MPa); ρ_p (%)	f_ys (MPa); ρ_s (%)	f_ya (MPa); ρ_a (%)

Wu [5]	W1-a	1200 × 800 × 80	0.5	1.5	66	409, 0.94	409, 0.35	416, 2.5	409, 9.24	416, 3.14
	W1-b	1200 × 800 × 80	0.5	1.5	66	409, 0.94	409, 0.35	416, 1.0	409, 9.24	416, 3.14
	W1-c	1200 × 800 × 80	0.5	1.5	66	409, 0.94	409, 0.35	416, 1.5	409, 9.24	416, 3.14

Jiang [6]	SPRCW1	2100 × 800 × 150	0.42	2.7	69	291, 0.67	298, 0.38	310, 3.33	440, 0.68	334, 1.26
	SPRCW2	2100 × 800 × 150	0.5	2.7	69	291, 0.67	298, 0.38	310, 3.33	440, 0.68	334, 1.26
	SPRCW3	2100 × 800 × 150	0.58	2.7	69	291, 0.67	298, 0.38	310, 3.33	440, 0.68	334, 1.26

Zhu [7]	GB2-3-1	1500 × 1000 × 125	0.25	2	67	576, 0.59	576, 0.59	330, 2.5	475, 2.18	353, 5.70
	GB2-3-2	1500 × 1000 × 125	0.3	2	64	576, 0.59	576, 0.59	330, 2.5	475, 2.18	353, 5.70
	GB2-3-3	1500 × 1000 × 125	0.3	2	60	498, 0.59	498, 0.59	330, 2.5	475, 2.18	353, 5.70

h_w, l_w, and t_w are the height, length, and thickness of the composite shear wall; the concrete cylinder compressive strength f_c is taken as 0.76f_cu for C50, 0.82f_cu for C80 and f_cu multiplied by the linear interpolation between 0.76 and 0.82 for concrete with strength grade between C50 and C80; n is the axial load ratio; λ is the shear span ratio; f_yt, f_yl, f_yp, ρ_t, ρ_l, and ρ_p are the yield strengths and ratios of the transverse, longitudinal reinforcement, and steel plate of the wall web; f_ys, f_ya, ρ_s, and ρ_a are the yield strengths and ratios of the longitudinal reinforcement and structural steel of the boundary members.