Response bounds for structures with interval stiffness, Impollonia, N., Zito S., Muscolino G., and Saitta F. , Applications of Statistics and Probability in Civil Engineering -Proceedings of the 11th International Conference on Applications of Statistics and Probability in Civil Engineering, Zurich, p.2858-2865, (2011)

Statics of elastic cables under 3D point forces, Impollonia, N., Ricciardi Rosa, and Saitta F. , International Journal of Solids and Structures, Volume 48, Number 9, p.1268-1276, (2011)

Traffic-induced vibrations in historical buildings, Bongiovanni, Giovanni, Clemente Paolo, Rinaldis D., and Saitta F. , Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011, p.812-819, (2011)

Vibrations of inclined cables under skew wind, Impollonia, N., Ricciardi Rosa, and Saitta F. , International Journal of Non-Linear Mechanics, Volume 46, Number 7, p.907-918, (2011)

Dynamic behavior of stay cables with rotational dampers, Impollonia, N., Ricciardi Rosa, and Saitta F. , Journal of Engineering Mechanics, Volume 136, Number 6, p.697-709, (2010)

Dynamics of shallow cables with general initial shape due to mean-flow loads, Impollonia, N., Ricciardi Rosa, and Saitta F. , ASME International Mechanical Engineering Congress and Exposition, Proceedings, Volume 10, Number PART B, Lake Buena Vista, FL, p.785-792, (2010)

A continuous vibration analysis model for cables with sag and bending stiffness, Ricciardi, Rosa, and Saitta F. , Engineering Structures, Volume 30, Number 5, p.1459-1472, (2008)

Experimental modal analysis of a cable-stayed bridge, Clemente, Paolo, Manuli A., and Saitta F. , Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost, Porto, p.993-994, (2006)