PSI - Issue 29

Loizos Papaloizou et al. / Procedia Structural Integrity 29 (2020) 111–117 L. Papaloizou et al / Structural Integrity Procedia 00 (2019) 000 – 000

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Fig. 3. Time-history response of a colonnade with two drums under an accelerogram from the Athens Earthquake scaled to a PGA of 32.21 m/sec2.

Fig. 4. Time-history response of a colonnade with three drums under an accelerogram from the Athens Earthquake scaled to a PGA of 32.21 m/sec2.

Fig. 5. Time-history response of a colonnade with two drums under an accelerogram from the Kalamata Earthquake scaled to a PGA of 17.35 m/sec2.

Fig. 6. Time-history response of a colonnade with three drums under an accelerogram from the Kalamata Earthquake scaled to a PGA of 17.35 m/sec2.