Dynamic Response of Cable-Supported Façades Subjected to High-Level Air Blast Loads: Numerical Simulations and Mitigation Techniques

Table 2

Results of incremental analyses (ABAQUS). Glass stresses, deflections, and velocities. M02 FE-model, BL1.

Devices	𝜎glass,max [MPa]; Δ𝜎 [%]				𝑢cable,max [m]	𝜈cable,max [m/s]
	P1	P2	P3	P4
—	138.18	107.51	88.24	113.30	0.440	13.73
V1	125.63; −10	114.30; +6	86.52; −2	121.54; +27	0.442	14.08
V2	137.43; −1	92.91; −16	91.73; +4	100.12; +12	0.469	13.78
H2	133.89; −3	88.28; −22	95.23; +7	105.39; +16	0.481	14.03