I. Caliò
- Discrete modelling of externally bonded composite layers on masonry structures. Dans: Composite Structures, v. 315 (juillet 2023). (2023):
- Seismic response of nonlinear soil-structure interaction systems through the Preisach formalism: the Messina Bell Tower case study. Dans: Bulletin of Earthquake Engineering, v. 20, n. 7 (avril 2022). (2022):
- Numerical and Experimental Response of Free-Standing Art Objects Subjected to Ground Motion. Dans: International Journal of Architectural Heritage, v. 16, n. 11 (décembre 2022). (2022):
- 3D macroelement approach for nonlinear FE analysis of URM components subjected to in-plane and out-of-plane cyclic loading. Dans: Engineering Structures, v. 220 (octobre 2020). (2020):
- The exact stability stiffness matrix for the analysis of multi-cracked frame structures. Dans: Computers & Structures, v. 125 (septembre 2013). (2013):
- The influence of damage on the eigen-properties of Timoshenko spatial arches. Dans: Computers & Structures, v. 190 (1 octobre 2017). (2017):
- A procedure for the identification of multiple cracks on beams and frames by static measurements. Dans: Structural Control and Health Monitoring, v. 25, n. 8 (août 2018). (2018):
- Passive control of the seismic rocking response of art objects. Dans: Engineering Structures, v. 25, n. 8 (juillet 2003). (2003):
- A 3D discrete macro-element for modelling the out-of-plane behaviour of infilled frame structures. Dans: Engineering Structures, v. 175 (novembre 2018). (2018):
- A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches. Dans: Engineering Structures, v. 168 (août 2018). (2018):
- Parametric numerical studies on the dynamic response of unreinforced masonry structures. Présenté pendant: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016. (2016):