Quasistatic Cyclic Tests and Finite Element Analysis of Low-Aspect Ratio Double Steel Concrete Composite Walls

Table 1

Parameters of test specimens.

Specimens	H × h × b/mm	λ	n	N/kN	t/mm	Steel ratio (%)
DSCW-1	700 × 700 × 100	1.0	0.1	472	2.5	6.4
DSCW-2	700 × 700 × 100	1.0	0.1	493	3.0	7.7
DSCW-3	700 × 700 × 100	1.0	0.2	982	3.0	7.7

Note. H is the calculated height of the specimen, h is the height of the specimen cross section, b is the width of the specimen cross section, λ is the shear span ratio, n is the axial compression load ratio, N is the axial compression load, and t is the thickness of the steel plate.