Issue 70

F. Greco et alii, Frattura ed Integrità Strutturale, 70 (2024) 210-226; DOI: 10.3221/IGF-ESIS.70.12

Figure 9: A masonry wall with an opening: Comparison in terms of geometrical configuration of timber frame retrofit system.

Figure 10: A masonry wall with an opening: Snapshots of the deformed configurations of the masonry walls relative to the horizontal displacement values marked by the symbols      and   in Fig. 9.

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