| A new discrete element model for the evaluation of the seismic behaviour of unreinforced masonry buildings I Caliò, M Marletta, B Pantò Engineering Structures 40, 327-338, 2012 | 334 | 2012 |
| Exact closed-form solution for the vibration modes of the Euler–Bernoulli beam with multiple open cracks S Caddemi, I Calio Journal of Sound and Vibration 327 (3-5), 473-489, 2009 | 246 | 2009 |
| Passive control of the seismic rocking response of art objects I Calio, M Marletta Engineering Structures 25 (8), 1009-1018, 2003 | 155 | 2003 |
| A macro-element modelling approach of Infilled Frame Structures I Caliò, B Pantò Computers & Structures 143, 91-107, 2014 | 152 | 2014 |
| Numerical and experimental validation of a 3D macro-model for the in-plane and out-of-plane behavior of unreinforced masonry walls B Pantò, F Cannizzaro, I Caliò, PB Lourenço International Journal of Architectural Heritage 11 (7), 946-964, 2017 | 128 | 2017 |
| 3D macro-element modelling approach for seismic assessment of historical masonry churches B Pantò, F Cannizzaro, S Caddemi, I Caliò Advances in Engineering Software 97, 40-59, 2016 | 127 | 2016 |
| Exact solution of the multi-cracked Euler–Bernoulli column S Caddemi, I Calio International Journal of Solids and Structures 45 (5), 1332-1351, 2008 | 126 | 2008 |
| Large displacement behaviour of a structural model with foundation uplift under impulsive and earthquake excitations G Oliveto, I Calio, A Greco Earthquake engineering & structural dynamics 32 (3), 369-393, 2003 | 125 | 2003 |
| The exact explicit dynamic stiffness matrix of multi-cracked Euler–Bernoulli beam and applications to damaged frame structures S Caddemi, I Caliò Journal of Sound and Vibration 332 (12), 3049-3063, 2013 | 111 | 2013 |
| The non-linear dynamic response of the Euler–Bernoulli beam with an arbitrary number of switching cracks S Caddemi, I Caliò, M Marletta International Journal of Non-Linear Mechanics 45 (7), 714-726, 2010 | 93 | 2010 |
| A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches F Cannizzaro, B Pantò, S Caddemi, I Caliò Engineering Structures 168, 243-256, 2018 | 92 | 2018 |
| Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice S Cattari, B Calderoni, I Caliò, G Camata, S de Miranda, G Magenes, ... Bulletin of earthquake engineering 20 (4), 1939-1997, 2022 | 70 | 2022 |
| Seismic safety evaluation of reinforced concrete masonry infilled frames using macro modelling approach B Pantò, I Caliò, PB Lourenço Bulletin of Earthquake Engineering 15, 3871-3895, 2017 | 68 | 2017 |
| Closed-form solutions for axially graded beam-columns I Calio, I Elishakoff Journal of Sound and Vibration 280 (3-5), 1083-1094, 2005 | 66 | 2005 |
| The influence of the axial force on the vibration of the Euler–Bernoulli beam with an arbitrary number of cracks S Caddemi, I Caliò Archive of Applied Mechanics 82, 827-839, 2012 | 64 | 2012 |
| Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports S Caddemi, I Caliò, F Cannizzaro Archive of Applied Mechanics 83, 559-577, 2013 | 62 | 2013 |
| A simplified model for the evaluation of the seismic behaviour of masonry buildings I Caliò, M Marletta, B Pantò Tenth International Conference on Civil, Structural and Environmental …, 2005 | 62 | 2005 |
| Nonlinear modelling of curved masonry structures after seismic retrofit through FRP reinforcing B Pantò, F Cannizzaro, S Caddemi, I Caliò, C Chácara, PB Lourenço Buildings 7 (3), 79, 2017 | 61 | 2017 |
| Exact reconstruction of multiple concentrated damages on beams S Caddemi, I Caliò Acta Mechanica 225, 3137-3156, 2014 | 59 | 2014 |
| Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach C Chácara, F Cannizzaro, B Pantò, I Caliò, PB Lourenço Earthquake Engineering & Structural Dynamics 47 (12), 2426-2446, 2018 | 58 | 2018 |
