ITC-CNR svolge attività di ricerca e sviluppo con riferimento alle tecnologie, strutture e materiali intelligenti per monitoraggio, sicurezza e resilienza. In questo ambito, i principali filoni di ricerca riguardano:
• lo sviluppo di sistemi di monitoraggio strutturale avanzati,
• lo sviluppo di digital twin strutturali coniugando
◦ tecniche avanzate di Operational Modal Analysis,
◦ model updating
◦ BIM/ BrIM,
• lo sviluppo di materiali intelligenti per il monitoraggio strutturale biomimetico,
• lo sviluppo di metodologie avanzate di analisi delle vibrazioni e dell’interazione ponte-veicolo,
• l’analisi sperimentale e numerica della resistenza al fuoco di elementi strutturali,
• la valutazione della capacità sismica di elementi non strutturali;
• l’analisi delle emissioni di radon da materiali da costruzione.
PROGETTI
PUBBLICAZIONI
1.Bonati A., Caterino N., Cimmino M., Coppola O., De Angelis A., Maddaloni G., Occhiuzzi A. (2025). Assessment of seismic capacity of building envelope nonstructural components. Journal of Earthquake Engineering.
2.Aktan E., Bartoli I., Glisic B., Rainieri C. (2024). Lessons from bridge Structural Health Monitoring (SHM) and their implication for the development of cyber-physical systems. Infrastructures, 9(2):30.
3.Lubrano Lobianco A., Del Zoppo M., Rainieri C., Fabbrocino G., Di Ludovico M. (2024). An approach to seismic damage detection and evaluation in RC bridge piers through vibration data. Structure and Infrastructure Engineering.
4.Sandoli A., Petracca E., Rainieri C., Fabbrocino G. (2024). Operation of interferometric SBAS-DInSAR data for remote structural monitoring of existing bridges. Journal of Bridge Engineering, 29(11):04024085.
5.Cieri L., Cassese P., Fabbrocino G., Occhiuzzi A., Rainieri C. (2023). Experimental study about the influence of storage conditions of bulk cement on the early-age stiffness evolution of cementitious pastes. Applied Sciences, 13(21), Article number 11734.
6.Sun Q., Rainieri C., Ren W.X., Yan W.J., Fabbrocino G. (2023). Automated Operational Modal Analysis of bell towers subjected to narrowband input. Structures, 54:78-88.
7.Rainieri C. (2023). Special Issue “A compendium of the latest progress in civil SHM with applications” – Foreword. Journal of Civil Structural Health Monitoring, 13:871-872.
8.Lubrano Lobianco A., Del Zoppo M., Rainieri C., Fabbrocino G., Di Ludovico M. (2023). Damage estimation of full-scale infilled RC frames under pseudo-dynamic excitation by means of output-only modal identification. Buildings, 13(4), Article number 948.
9.Rosati, I., Fabbrocino, G., Rainieri, C. A discussion about the Douglas-Reid model updating method and its prospective application to continuous vibration-based SHM of a historical building, (2022) Engineering Structures, 273, art. no. 115058, doi: 10.1016/j.engstruct.2022.115058.
10.Cassese P., Rainieri C., Occhiuzzi A. Applications of cement-based smart composites to civil structural health monitoring: A review (2021) Applied Sciences (Switzerland), 11 (18), art. no. 8530, DOI: 10.3390/app11188530
11.Cassese P., Balestrieri C., Fenu L., Asprone D., Parisi F. In-plane shear behaviour of adobe masonry wallets strengthened with textile reinforced mortar (2021) Construction and Building Materials, 306, art. no. 124832, DOI: 10.1016/j.conbuildmat.2021.124832
12.Cassese P., Menna C., Occhiuzzi A., Asprone D. Experimental behavior of existing RC columns strengthened with HPFRC jacket under concentric and eccentric compressive load (2021) Buildings, 11 (11), art. no. 521, DOI: 10.3390/buildings11110521
13.Savini F., Rainieri C., Fabbrocino G., Trizio I. Applications of stratigraphic analysis to enhance the inspection and structural characterization of historic bridges (2021) Infrastructures, 6 (1), art. no. 7, pp. 1 – 23, DOI: 10.3390/infrastructures6010007
14.Ercolessi S., Fabbrocino G., Rainieri C. Indirect measurements of bridge vibrations as an experimental tool supporting periodic inspections (2021) Infrastructures, 6 (3), art. no. 39, DOI: 10.3390/infrastructures6030039
15.Gerbino S., Cieri L., Rainieri C., Fabbrocino G. On bim interoperability via the ifc standard: An assessment from the structural engineering and design viewpoint (2021) Applied Sciences (Switzerland), 11 (23), art. no. 11430, DOI: 10.3390/app112311430
16.Celano, T., Ceroni, F., Fabbrocino, G., Rainieri, C., Casapulla, C. Thermographic investigations and dynamic identification tests for non-destructive structural assessment and enhanced FE modelling of a historical iron-strengthened masonry church, (2022) Journal of Civil Structural Health Monitoring, doi: 10.1007/s13349-022-00645-6
17.De Silva, D., Nuzzo, I., Nigro, E., Occhiuzzi, A. Intumescent Coatings for Fire Resistance of Steel Structures: Current Approaches for Qualification and Design, (2022) Coatings, 12(5), art. no. 696.
18.Rainieri, C., Fabbrocino, G., Brigante, D., Differentiating local and global vibration modes of heritage masonry buildings through the spatial correlation of modal displacements, (2020) International Journal of Architectural Heritage, DOI: 10.1080/15583058.2020.1825876
19.Rainieri, C., Notarangelo, M.A., Fabbrocino, G., Experiences of dynamic identification and monitoring of bridges in serviceability conditions and after hazardous events, (2020) Infrastructures, 5(10), art. No. 86, DOI: 10.3390/infrastructures5100086
20.Cassese, P., De Risi, M. T., Verderame, G. M., Seismic Assessment of Existing Hollow Circular Reinforced Concrete Bridge Piers, (2020) Journal of Earthquake Engineering, DOI: 10.1080/13632469.2018.1471430
21.Carozza, S., Cimmino, M., Artificial neural network implementation for masonry compressive strength estimation, (2020) Proceedings of the Institution of Civil Engineers: Structures and Buildings, 173(9), pp. 635–645, DOI: 10.1680/jstbu.18.00089
22.Cimmino, M., Magliulo, G., Manfredi, G., Seismic collapse assessment of new European single-story RC precast buildings with weak connections, Bulletin of Earthquake Engineering (2020), 18(15), pp. 6661–6686, DOI: 10.1007/s10518-020-00952-7
23.Cassese P., De Risi M. T., Verderame G. M. (2019). A modelling approach for existing shear-critical RC bridge piers with hollow rectangular cross section under lateral loads, Bulletin of Earthquake Engineering, 17(1), 237-270.
24.Cassese P., De Risi M. T., Verderame G. M. (2019). A degrading shear strength model for RC columns with hollow circular cross-section, International Journal of Civil Engineering, 17(8), 1241-1259.





