In situ damage assessment and nonlinear modelling of a historical masonry tower A Carpinteri, S Invernizzi, G Lacidogna Engineering Structures 27 (3), 387-395, 2005 | 175 | 2005 |
Regularized sequentially linear saw‐tooth softening model JG Rots, S Invernizzi International journal for numerical and analytical methods in geomechanics …, 2004 | 156 | 2004 |
Three-dimensional fractal analysis of concrete fracture at the meso-level A Carpinteri, B Chiaia, S Invernizzi Theoretical and applied fracture mechanics 31 (3), 163-172, 1999 | 145 | 1999 |
Robust modeling of RC structures with an “event-by-event” strategy JG Rots, B Belletti, S Invernizzi Engineering Fracture Mechanics 75 (3-4), 590-614, 2008 | 130 | 2008 |
A multilevel approach for the damage assessment of historic masonry towers A Anzani, L Binda, A Carpinteri, S Invernizzi, G Lacidogna Journal of Cultural Heritage 11 (4), 459-470, 2010 | 118 | 2010 |
Structural monitoring and integrity assessment of medieval towers A Carpinteri, G Lacidogna Journal of Structural Engineering 132 (11), 1681-1690, 2006 | 100 | 2006 |
Numerical analysis of indentation fracture in quasi-brittle materials A Carpinteri, B Chiaia, S Invernizzi Engineering Fracture Mechanics 71 (4-6), 567-577, 2004 | 68 | 2004 |
Historical brick-masonry subjected to double flat-jack test: Acoustic emissions and scale effects on cracking density A Carpinteri, S Invernizzi, G Lacidogna Construction and Building Materials 23 (8), 2813-2820, 2009 | 64 | 2009 |
Fatigue assessment of the collapsed XXth Century cable-stayed Polcevera Bridge in Genoa S Invernizzi, F Montagnoli, A Carpinteri Procedia Structural Integrity 18, 237-244, 2019 | 48 | 2019 |
AE Monitoring and Numerical Simulation of a Two‐span Model Masonry Arch Bridge Subjected to Pier Scour S Invernizzi, G Lacidogna, A Manuello, A Carpinteri Strain 47, 158-169, 2011 | 38 | 2011 |
HBIM parametric modelling from clouds to perform structural analyses based on finite elements: A case study on a parabolic concrete vault E Abbate, S Invernizzi, A Spanò Applied Geomatics 14 (Suppl 1), 79-96, 2022 | 35 | 2022 |
Stability of the vertical bearing structures of the Syracuse Cathedral: experimental and numerical evaluation A Carpinteri, G Lacidogna, S Invernizzi, A Manuello, L Binda Materials and Structures 42, 877-888, 2009 | 35 | 2009 |
Numerical assessment of three medieval masonry towers subjected to different loading conditions A Carpinteri, S Invernizzi, G Lacidogna Journal of the British Masonry Society Masonry International Vol 19 (2), 2005 | 34 | 2005 |
Structural monitoring and assessment of an ancient masonry tower S Invernizzi, G Lacidogna, NE Lozano-Ramírez, A Carpinteri Engineering Fracture Mechanics 210, 429-443, 2019 | 33 | 2019 |
Structural assessment of a 17th-century masonry vault with acoustic emissions and numerical techniques A Carpinteri, S Invernizzi, G Lacidogna International Journal of Architectural Heritage 1 (2), 214-226, 2007 | 33 | 2007 |
Saw-tooth softening/stiffening-a stable computational procedure for RC structures JG Rots, S Invernizzi, B Belletti Computers and Concrete 3 (4), 213-233, 2006 | 33 | 2006 |
Sequentially linear modelling of local snap-back in extremely brittle structures S Invernizzi, D Trovato, MAN Hendriks, AV Van de Graaf Engineering Structures 33 (5), 1617-1625, 2011 | 28 | 2011 |
Particle-based numerical modeling of AE statistics in disordered materials S Invernizzi, G Lacidogna, A Carpinteri Meccanica 48, 211-220, 2013 | 27 | 2013 |
The nominal tensile strength of disordered materials: a statistical fracture mechanics approach A Carpinteri, G Ferro, S Invernizzi Engineering Fracture Mechanics 58 (5-6), 421-435, 1997 | 24 | 1997 |
A truncated statistical model for analyzing the size-effect on tensile strength of concrete structures A Carpinteri, G Ferro, S Invernizzi Fracture Mechanics of Concrete Structures (Proc. FRAMCOS-2), AEDIFICATIO …, 1995 | 24 | 1995 |