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

Table 4

Comparison of numerical and analytical results for the façade-module not equipped by devices.

No devices	High-level blast load (D-GSA)
	ABAQUS M01 FE-model	Analytical procedure	𝑅 [—]
Fundamental period 𝑇0 [s]	0.26	0.28 (4)	1.08
Max. displacement 𝑢max [m]	0.44	0.44 (7)	1.00
Max. velocity 𝑢̇max [m/s]	13.96	17.58 (8)	1.26
Max. pretension 𝐻max [kN]	858	951 (5)	1.11

𝑅 = analytical/numerical results.