Investigation on the Structural Behavior of Shear Walls with Steel Truss Coupling Beams under Seismic Loading

Table 4

Bearing capacities of the specimens.

Diagonal web member style	Case 1: diagonal web member yielding			Case 2: ultimate state
	Test value	Result from this work	FEM	Test value	Result from this work	FEM
L30 × 3	69.44	68.79	63.36	116.18	97.28	115.58
L30 × 4	—	87.33	95.78	—	115.67	101.43
L40 × 3	—	89.78	84.96	—	118.10	104.47
L40 × 4	—	115.31	115.11	—	143.43	142.87
L40 × 5	—	140.15	137.46	—	168.06	159.93