Ivo Caliò

3.0k total citations
97 papers, 2.3k citations indexed

About

Ivo Caliò is a scholar working on Civil and Structural Engineering, Mechanics of Materials and Control and Systems Engineering. According to data from OpenAlex, Ivo Caliò has authored 97 papers receiving a total of 2.3k indexed citations (citations by other indexed papers that have themselves been cited), including 90 papers in Civil and Structural Engineering, 22 papers in Mechanics of Materials and 20 papers in Control and Systems Engineering. Recurrent topics in Ivo Caliò's work include Seismic Performance and Analysis (43 papers), Masonry and Concrete Structural Analysis (39 papers) and Structural Health Monitoring Techniques (38 papers). Ivo Caliò is often cited by papers focused on Seismic Performance and Analysis (43 papers), Masonry and Concrete Structural Analysis (39 papers) and Structural Health Monitoring Techniques (38 papers). Ivo Caliò collaborates with scholars based in Italy, United Kingdom and Portugal. Ivo Caliò's co-authors include S. Caddemi, Bartolomeo Pantò, F. Cannizzaro, M. Marletta, Annalisa Greco, Paulo B. Lourénço, Isaac Elishakoff, Giuseppe Oliveto, Stefano de Miranda and Gabriele Milani and has published in prestigious journals such as SHILAP Revista de lepidopterología, AIAA Journal and Journal of Sound and Vibration.

In The Last Decade

Ivo Caliò

97 papers receiving 2.2k citations

Peers

Ivo Caliò

CSE

S. Caddemi Italy

Athol J. Carr New Zealand

Mohammed Hjiaj France

Flavio Stochino Italy

Angelo Aloisio Italy

Alessandro Zona Italy

Walter Salvatore Italy

A. Limam France

Emanuele Brunesi Italy

Amjad J. Aref United States

S. Caddemi Italy

Ivo Caliò

1.5k ×0.7

CSE

662 ×1.3

150 ×0.3

342 ×0.8

CSE

107 ×0.3

Citations per year, relative to Ivo Caliò Ivo Caliò (= 1×) peers S. Caddemi

Countries citing papers authored by Ivo Caliò

Since Specialization

Citations

This map shows the geographic impact of Ivo Caliò's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by Ivo Caliò with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Ivo Caliò more than expected).

Fields of papers citing papers by Ivo Caliò

Since Specialization

Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Ivo Caliò. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by Ivo Caliò. The network helps show where Ivo Caliò may publish in the future.

Co-authorship network of co-authors of Ivo Caliò

This figure shows the co-authorship network connecting the top 25 collaborators of Ivo Caliò. A scholar is included among the top collaborators of Ivo Caliò based on the total number of citations received by their joint publications. Widths of edges represent the number of papers authors have co-authored together. Node borders signify the number of papers an author published with Ivo Caliò. Ivo Caliò is excluded from the visualization to improve readability, since they are connected to all nodes in the network.

All Works

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20 of 20 papers shown

Silva, Luís C., et al.. (2024). Semi-probabilistic calibration of material partial safety factors for the capacity assessment of existing masonry structures. Engineering Structures. 318. 118656–118656. 3 indexed citations

Greco, Annalisa, et al.. (2024). Closed-Form Exact Solution for Free Vibration Analysis of Symmetric Functionally Graded Beams. Symmetry. 16(9). 1206–1206. 2 indexed citations

Caddemi, S., et al.. (2024). Distributional Green’s functions for the vibrations of multi-cracked Timoshenko beams. Applied Acoustics. 228. 110302–110302. 1 indexed citations

Cannizzaro, F., et al.. (2024). Modelling a reinforced concrete arch bridge by means of the Discrete Macro-Element Model: the case of Giovanni XXIII bridge in Ragusa. Procedia Structural Integrity. 62. 724–731. 1 indexed citations

Pappalardo, G., et al.. (2024). Multi-hazard assessment of a masonry railway bridge in landslide areas. Procedia Structural Integrity. 62. 460–467. 3 indexed citations

Cannizzaro, F., et al.. (2024). Exact closed-form dynamic stiffness matrix of damaged frames comprising Timoshenko–Ehrenfest beams. Journal of Vibration and Control. 31(11-12). 2036–2057. 2 indexed citations

Pantò, Bartolomeo, et al.. (2023). Numerical Simulation of the Response of an Unreinforced Brick-Masonry Cross Vault Subjected to Seismic Loading. International Journal of Architectural Heritage. 18(12). 1983–2003. 2 indexed citations

Pantò, Bartolomeo, et al.. (2023). A discrete‐element approach accounting for P‐Delta effects. Earthquake Engineering & Structural Dynamics. 52(7). 2047–2066. 4 indexed citations

Tubaldi, Enrico, et al.. (2022). A macro‐model for describing the in‐plane seismic response of masonry‐infilled frames with sliding/flexible joints. Earthquake Engineering & Structural Dynamics. 51(12). 3022–3044. 7 indexed citations

10.

Caliò, Ivo, Antonio Maria D’Altri, Nicola Grillanda, et al.. (2022). Nonlinear finite and discrete element simulations of multi-storey masonry walls. Bulletin of Earthquake Engineering. 20(4). 2219–2244. 15 indexed citations

11.

Cattari, Serena, Bruno Calderoni, Ivo Caliò, et al.. (2021). Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice. Bulletin of Earthquake Engineering. 20(4). 1939–1997. 63 indexed citations

12.

Pantò, Bartolomeo, S. Caddemi, Ivo Caliò, & Enrico Spacone. (2020). A 2D beam‐column joint macro‐element for the nonlinear analysis of RC frames. Earthquake Engineering & Structural Dynamics. 50(3). 935–954. 5 indexed citations

13.

Greco, Annalisa, Alessandro Pluchino, Luca Barbarossa, et al.. (2019). A New Agent-Based Methodology for the Seismic Vulnerability Assessment of Urban Areas. ISPRS International Journal of Geo-Information. 8(6). 274–274. 8 indexed citations

14.

Cannizzaro, F., et al.. (2018). Assessment of the dynamic response of unreinforced masonry structures using a macroelement modeling approach. Earthquake Engineering & Structural Dynamics. 47(12). 2426–2446. 41 indexed citations

15.

Pantò, Bartolomeo, et al.. (2017). A smart displacement based (SDB) beam element with distributed plasticity. Applied Mathematical Modelling. 44. 336–356. 10 indexed citations

16.

Pantò, Bartolomeo, F. Cannizzaro, Ivo Caliò, & Paulo B. Lourénço. (2017). Numerical and Experimental Validation of a 3D Macro-Model for the In-Plane and Out-Of-Plane Behavior of Unreinforced Masonry Walls. International Journal of Architectural Heritage. 11(7). 946–964. 68 indexed citations

17.

Pantò, Bartolomeo, Ivo Caliò, & Paulo B. Lourénço. (2017). Seismic safety evaluation of reinforced concrete masonry infilled frames using macro modelling approach. Bulletin of Earthquake Engineering. 15(9). 3871–3895. 41 indexed citations

18.

Caddemi, S., Ivo Caliò, F. Cannizzaro, & Bartolomeo Pantò. (2014). The Seismic Assessment of Historical Masonry Structures. Civil-comp proceedings. 106. 8 indexed citations

19.

Caddemi, S., Ivo Caliò, & M. Marletta. (2010). The non-linear dynamic response of the Euler–Bernoulli beam with an arbitrary number of switching cracks. International Journal of Non-Linear Mechanics. 45(7). 714–726. 63 indexed citations

20.

Caddemi, S. & Ivo Caliò. (2007). Exact solution of the multi-cracked Euler–Bernoulli column. International Journal of Solids and Structures. 45(5). 1332–1351. 77 indexed citations

Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive bibliographic database. While OpenAlex provides broad and valuable coverage of the global research landscape, it—like all bibliographic datasets—has inherent limitations. These include incomplete records, variations in author disambiguation, differences in journal indexing, and delays in data updates. As a result, some metrics and network relationships displayed in Rankless may not fully capture the entirety of a scholar's output or impact.

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