Comparative seismic vulnerability analysis on ten masonry towers in the coastal Po Valley in Italy S Casolo, G Milani, G Uva, C Alessandri Engineering Structures 49, 465-490, 2013 | 171 | 2013 |
Rigid element model for in‐plane dynamics of masonry walls considering hysteretic behaviour and damage S Casolo, F Pena Earthquake engineering & structural dynamics 36 (8), 1029-1048, 2007 | 166 | 2007 |
Seismic assessment of a medieval masonry tower in Northern Italy by limit, nonlinear static, and full dynamic analyses G Milani, S Casolo, A Naliato, A Tralli International Journal of Architectural Heritage 6 (5), 489-524, 2012 | 137 | 2012 |
Modelling in-plane micro-structure of masonry walls by rigid elements S Casolo International Journal of Solids and Structures 41 (13), 3625-3641, 2004 | 121 | 2004 |
Macroscopic modelling of structured materials: relationship between orthotropic Cosserat continuum and rigid elements S Casolo International Journal of Solids and Structures 43 (3-4), 475-496, 2006 | 113 | 2006 |
A three-dimensional model for vulnerability analysis of slender medieval masonry towers S Casolo Journal of Earthquake Engineering 2 (04), 487-512, 1998 | 97 | 1998 |
A bond-based micropolar peridynamic model with shear deformability: Elasticity, failure properties and initial yield domains V Diana, S Casolo International Journal of Solids and Structures 160, 201-231, 2019 | 96 | 2019 |
Simplified out-of-plane modelling of three-leaf masonry walls accounting for the material texture S Casolo, G Milani Construction and Building Materials 40, 330-351, 2013 | 93 | 2013 |
A simplified homogenization-discrete element model for the non-linear static analysis of masonry walls out-of-plane loaded S Casolo, G Milani Engineering Structures 32 (8), 2352-2366, 2010 | 91 | 2010 |
Seismic analysis and strengthening design of a masonry monument by a rigid body spring model: The “Maniace Castle” of Syracuse S Casolo, CA Sanjust Engineering Structures 31 (7), 1447-1459, 2009 | 86 | 2009 |
Influence of soil deformability on the seismic response of a masonry tower S Casolo, V Diana, G Uva Bulletin of Earthquake Engineering 15 (5), 1991-2014, 2017 | 81 | 2017 |
Modelling the out‐of‐plane seismic behaviour of masonry walls by rigid elements S Casolo Earthquake engineering & structural dynamics 29 (12), 1797-1813, 2000 | 81 | 2000 |
ANTAEUS project for the regional vulnerability assessment of the current building stock in historical centers G Uva, CA Sanjust, S Casolo, M Mezzina International Journal of Architectural Heritage 10 (1), 20-43, 2016 | 64 | 2016 |
Nonlinear analysis of out‐of‐plane masonry façades: full dynamic versus pushover methods by rigid body and spring model S Casolo, G Uva Earthquake engineering & structural dynamics 42 (4), 499-521, 2013 | 62 | 2013 |
Macroscale modelling of microstructure damage evolution by a rigid body and spring model S Casolo Journal of Mechanics of materials and Structures 4 (3), 551-570, 2009 | 54 | 2009 |
Rigid element model for non‐linear analysis of masonry façades subjected to out‐of‐plane loading S Casolo Communications in Numerical Methods in Engineering 15 (7), 457-468, 1999 | 49 | 1999 |
A full orthotropic micropolar peridynamic formulation for linearly elastic solids V Diana, S Casolo International Journal of Mechanical Sciences 160, 140-155, 2019 | 48 | 2019 |
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, 1819-1855, 2018 | 46 | 2018 |
Analysis of seismic damage patterns in old masonry church facades S Casolo, S Neumair, MA Parisi, V Petrini Earthquake Spectra 16 (4), 757-773, 2000 | 46 | 2000 |
A numerical study on the cumulative out‐of‐plane damage to church masonry façades due to a sequence of strong ground motions S Casolo Earthquake Engineering & Structural Dynamics 46 (15), 2717-2737, 2017 | 40 | 2017 |