Finally, the nonlinear numerical simulations have been carried out to the collapse of the structure in order to provide an assessment of the safety factor of the structure. (a) (b) Figure 1 : Aerial view of the building (a), inside picture of the vault (b). 2 GEOMETRICAL SURVEY The geometry of the masonry vault is probably the most important factor influencing the mechanical behavior of the structure. Therefore, we started from a detailed 3D acquisition of more than 400 points, performed with an automated optical instrument (Sokkia SEF 4110R). Fig. 2a shows a section of the building, while Fig. 2b details the position of the water cushions used for the loading test, and the measurement points where displacement and/or deformations were recorded. (a) (b) Figure 2 : (a) Section of the building; (b) scheme of the barrel vault with indication of the water cushions (A, B and C) and positions of the measurement points.
CITATION STYLE
Macwilliam, K., & Nunes, C. (2019). Structural Analysis of Historical Constructions (Vol. 18, pp. 1949–1958). Springer International Publishing. https://doi.org/10.1007/978-3-319-99441-3
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