Multiple Dissipative Devices for Blast-Resisting Cable-Supported Glazing Façades

Table 2

Numerical results of dynamic analyses (ABAQUS). Level D-GSA.

Devices	Glass tensile stress (L1)	Glass tensile stress (L2)	Glass tensile stress (L3)	Cable deflection
	𝜎glass,max	𝜎glass,max	𝜎glass,max	𝑢cable,max
	[MPa]	[MPa]	[MPa]	[m]
No devices	138.18	89.30	83.40	0.44
VESCs	85.73	58.18	47.94	0.41
VESCs + RPDs	88.60	35.15	49.15	0.44