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Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses

Bertolesi, Elisa; Milani, Gabriele; Carozzi, Francesca Giulia; Poggi, Carlo (Elsevier, 2018-03-01)

[EN] The two arches and the three vaults experimentally described in Carozzi et al. (2017) are here analyzed with a novel robust FE lower bound limit analysis code, suitable to predict active failure mechanisms, lines of ...
Curved masonry pillars reinforced with anchored CFRP sheets: An experimental analysis

Rotunno, Tommaso; Fagone, Mario; Bertolesi, Elisa; Grande, Ernesto; Milani, Gabriele (Elsevier, 2019-10-01)

[EN] An experimental program concerning the structural behaviour of anchored Carbon Fiber Reinforced Polymer (CFRP) externally applied reinforcements bonded to portions of masonry arches is described. Two different curvatures ...
Seismic performances and behaviour factor of wide-beam and deep-beam RC frames

Gómez-Martínez, Fernando; Alonso Durá, Adolfo; De Luca, Flavia; Verderame, Gerardo M. (Elsevier, 2016)

[EN] Reinforced Concrete Wide-Beam Frames (WBF) are a common architectural solution in Mediterranean countries. On this structural typology there is not yet a uniform approach among European codes: while Eurocode 8, as ...
The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake

De Luca, Flavia; Verderame, Gerardo Mario; Gómez Martínez, Fernando; Pérez García, Agustín José (Springer, 2014-10)

On May 11, 2011 an earthquake of magnitude 5.1 (Mw) struck Murcia region causing nine casualties and damage to buildings and infrastructures. Even if the main characteristics of the event would classify it as a moderate ...

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