PSI - Issue 78

Giulia Giuliani et al. / Procedia Structural Integrity 78 (2026) 952–959

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a) b) Fig. 5. Maximum and minimum vertical displacements for: a) the 3-storey case and b) 9-storey case.

Fig. 6. Stability domains (3-storey case)

Fig. 7. Stability domains (9-storey case)