Paolo Spinelli
Professor
Department of Civil and Environmental Engineering
University of Firenze
Italy
Biography
Since 1991 Ordinary Professor of "Engineering Techniques" at the Faculty of Engineering, University of Florence. He currently holds the "Construction Technique" course and the "Structural Project and Rehabilitation II" course for students of Civil Engineering and Construction. From 1985 to 1991 Associate Professor of "Engineering Techniques" at the Faculty of Engineering, University of Florence. From 1989 to 1991 Professor in charge of "Design of Structures" at the Faculty of Engineering, University of Perugia. From 1979 to 1985 Professor in charge of "Ponti" at the Faculty of Engineering, University of Florence. Since March 2013 Director of CRIACIV, Interuniversity Research Center for Aerodynamics of Construction and Wind Engineering, which also held from 1998 to 2005. From Nov. 2007 to Nov. 2012 President of the Degree Course in Engineering, Faculty of Engineering, University of Florence. From Gen. 1995 to Nov. 2007 President of the Degree Course in Civil Engineering, Faculty of Engineering, University of Florence.
Research Interest
Construction Technique
Publications
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Bertocci, L .; Comparini, D .; Lavacchini, G .; Orlando, M .; Salvatori, L .; Spinelli, P. (2017). Experimental, numerical, and regulatory P-Mx-My domains for cold-formed perforated steel uprights of pallet racks. THIN-WALLED STRUCTURES, vol. 119, pp. 151-165, ISSN: 0263-8231
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Billi, Lorenzo; Laudicina, Francesco; Salvatori, Luca; Orlando, Maurizio; Spinelli, Paolo (2017). Forming New Openings in Load-Bearing Masonry Walls: Design Methods and Nonlinear Finite Element Simulations. In: XVII CONFERENCE ANIDIS - SEISM ENGINEERING IN ITALY, PISTOIA, 17-21 SEPTEMBER 2017, PISA University Press, pp. 1728-1737.
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Marra, Antonino Maria; Salvatori, Luca; Bartoli, Gianni; Spinelli, Paolo (In press). Seismic response of masonry towers via nonlinear static and incremental dynamic analysis. In: AID MONUMENTS 2015, Perugia, May 14-16, Aracne Editrice, pp. 0-0.
