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

Figure 4

Typical deformed configurations of the façade-module due to a high-level explosion (Level D-GSA, BL1). M01 FE-model.

(a) t = 0.10 s

(b) t = 0.12 s

(c) t = 0.16 s

(d) t = 0.20 s