Research Article
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 | [—] |
| Fundamental period [s] | 0.26 | 0.28 (4) | 1.08 | Max. displacement [m] | 0.44 | 0.44 (7) | 1.00 | Max. velocity [m/s] | 13.96 | 17.58 (8) | 1.26 | Max. pretension [kN] | 858 | 951 (5) | 1.11 |
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= analytical/numerical results.
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