Earthquake Response Control of Double-Layer Truss Walls by means of Innovative Fuse Connections

Table 2

Ratio of the total energy in the out-of-plane (Z) direction to that in the in-plane (X) direction.

Failure type	Wall depth (m)	λE	Consumption energy in the in-plane direction Ei (kN·m)	Consumption energy in the out-of-plane direction Eo (kN·m)	Eo/(Ei + Eo) (%)
Steel bolt yield	1.0	7.4	1937.8	30.33	1.54
	0.4	7.6	1814.7	137.83	7.06
Member buckling	1.0	9.4	5588.6	790.69	12.39