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Elisa Bertolesi
Elisa Bertolesi
Adresse e-mail validée de brunel.ac.uk
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Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation
FG Carozzi, C Poggi, E Bertolesi, G Milani
Composite Structures 187, 466-480, 2018
1032018
Numerical modeling of Fabric Reinforce Cementitious Matrix composites (FRCM) in tension
E Bertolesi, FG Carozzi, G Milani, C Poggi
Construction and Building Materials 70, 531-548, 2014
922014
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses
E Bertolesi, G Milani, FG Carozzi, C Poggi
Composite Structures 187, 385-402, 2018
682018
Simple holonomic homogenization model for the non-linear static analysis of in-plane loaded masonry walls strengthened with FRCM composites
E Bertolesi, G Milani, C Poggi
Composite Structures 158, 291-307, 2016
552016
Implementation and validation of a total displacement non-linear homogenization approach for in-plane loaded masonry
E Bertolesi, G Milani, PB Lourenço
Computers & Structures 176, 13-33, 2016
512016
Micro-mechanical FE numerical model for masonry curved pillars reinforced with FRP strips subjected to single lap shear tests
E Bertolesi, G Milani, M Fagone, T Rotunno, E Grande
Composite Structures 201, 916-931, 2018
422018
Dynamic performance of a real-scale reinforced concrete building test under a corner-column failure scenario
JM Adam, M Buitrago, E Bertolesi, J Sagaseta, JJ Moragues
Engineering Structures 210, 110414, 2020
412020
Homogenization towards a mechanistic Rigid Body and Spring Model (HRBSM) for the non-linear dynamic analysis of 3D masonry structures
E Bertolesi, G Milani, S Casolo
Meccanica 53 (7), 1819-1855, 2018
382018
Single lap shear tests of masonry curved pillars externally strengthened by CFRP strips
T Rotunno, M Fagone, E Bertolesi, E Grande, G Milani
Composite Structures 200, 434-448, 2018
362018
Modal pushover and response history analyses of a masonry chimney before and after shortening
F Minghini, E Bertolesi, A Del Grosso, G Milani, A Tralli
Engineering Structures 110, 307-324, 2016
352016
Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches
E Bertolesi, G Milani, R Fedele
Composites Part B: Engineering 88, 189-200, 2016
352016
Augustus Bridge in Narni (Italy): seismic vulnerability assessment of the still standing part, possible causes of collapse, and importance of the Roman concrete infill in the …
E Bertolesi, G Milani, FD Lopane, M Acito
International Journal of Architectural Heritage 11 (5), 717-746, 2017
262017
Quasi-analytical homogenization approach for the non-linear analysis of in-plane loaded masonry panels
G Milani, E Bertolesi
Construction and Building Materials 146, 723-743, 2017
242017
Coupled interface-based modelling approach for the numerical analysis of curved masonry specimens strengthened by CFRP
E Grande, M Fagone, T Rotunno, E Bertolesi, G Milani
Composite Structures 200, 498-506, 2018
232018
Robustness of RC building structures with infill masonry walls: Tests on a purpose-built structure
M Buitrago, E Bertolesi, J Sagaseta, PA Calderón, JM Adam
Engineering Structures 226, 111384, 2021
222021
Kinematic collapse load calculator: Circular arches
G Stockdale, S Tiberti, D Camilletti, GS Papa, AB Habieb, E Bertolesi, ...
SoftwareX 7, 174-179, 2018
222018
Research and practice on masonry cross vaults–A review
E Bertolesi, JM Adam, P Rinaudo, PA Calderón
Engineering Structures 180, 67-88, 2019
212019
Effectiveness of textile reinforced mortar (TRM) materials in preventing seismic-induced damage in a U-shaped masonry structure submitted to pseudo-dynamic excitations
E Bertolesi, M Buitrago, E Giordano, PA Calderon, JJ Moragues, ...
Construction and Building Materials 248, 118532, 2020
182020
Experimental investigation of a full-scale timbrel masonry cross vault subjected to vertical settlement
B Torres, E Bertolesi, JJ Moragues, PA Calderón, JM Adam
Construction and Building Materials 221, 421-432, 2019
182019
Modelling of the bond behaviour of curved masonry specimens strengthened by CFRP with anchor spikes
E Grande, M Fagone, T Rotunno, E Bertolesi, G Milani
Composites Part B: Engineering 171, 235-245, 2019
172019
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