Issue 50

F. Jafari et alii, Frattura ed Integrità Strutturale, 50 (2019) 209-230; DOI: 10.3221/IGF-ESIS.50.18

displacement recorded for different times in brick panel are higher than the sandwich panel. Likewise, Fig. 9b indicates that the maximum base shear belongs to the brick material and the lowest value is associated with the 24-hour sample.

Figure 7 : The displacement and acceleration response for building (sample 1).

Figure 8 : The effective stress on the concrete layer (sample 1).

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