Multi-leaf masonry walls with full, damaged and consolidated infill: Experimental and numerical analyses
| Main Authors: | Aldreghetti, Ivano, Baraldi, Daniele, Boscato, Giosuè, Cecchi, Antonella, Massaria, Lorenzo, Pavlovic, Milorad, Reccia, Emanuele, Tofani, Italo |
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| Format: | Proceeding eJournal |
| Bahasa: | eng |
| Terbitan: |
, 2017
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| Subjects: | |
| Online Access: |
https://zenodo.org/record/3672894 |
Daftar Isi:
- Multi-leaf masonry walls constitute the construction typology most widely adopted in historic buildings. This aspect, together with the intrinsic structural complexity, heterogeneity and irregularity, directs the present research towards a topic not yet sufficiently investigated by the research community of architects and civil engineers. In this paper, the case of multi-leaf masonry wall has been investigated, and with the aim of reproducing historical buildings structural elements, three different typologies of multi-leaf masonry walls have been considered: (i) full infill, (ii) damaged infill, (iii) consolidated infill. A comparative analysis has been performed and results of experimental tests have been compared with numerical ones obtained by means of Finite Element (FE) models.