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

Table 3

Results of incremental analyses (ABAQUS). Cable axial forces, sliding of devices. M02 FE-model, BL1.

Devices	𝐻cable,max [kN]	𝐻cable,max/𝐻cable,Rd [—]	𝐻cable,min [kN]	𝐻cable,min/𝐻0 [—]	𝑠max [m]
—	859	1.074	302	1.007	—
V1	798	0.998	171	0.570	0.009
V2	769	0.962	0	0.000	0.023
H2	751	0.939	281	0.936	0.082