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