Structural Analysis and Reinforcement of XVI Century Building in the Center of Naples, Italy

Year 2021, Volume: 2 Issue: 2, 31 - 42, 31.12.2021

Srey Mom Vuth , Paola Paterna Donato Abruzzese

Abstract

Most of the buildings in the historical center of the cities in Italy are quite old, and sometimes their age is more than several centuries. This means that a double activity aim should be considered by the community, the historical conservation of the cultural heritage and the static health of the structure in order to guarantee the safety for the people living or working in that special buildings. This double need for the “living” cultural heritage architectures sometimes arises some internal conflicts, since a higher, exaggerated reinforcing interventions could lead to damage, or even cancel, some architectural evidences. The paper introduces as case study the example of one residential historical building in Naples, Italy, reinforced considering the need to preserve the original aspect. Extensive performed diagnosis tests and specific structural numerical analysis carried out for the emblematic parts of the building are presented.

Keywords

Seismic risk assessment, Historical building Masonry, Structural retrofitting

References

• Braga, F., & Dolce, M. (1982). A method for analysis of antiseismic masonry multistory buildings. In 6th International Brick Masonry Conference.
• Chopra, A.K., & Goel, R.K. (2002). A modal pushover analysis for estimating seismic demands for buildings, Earthquake Engineering and Structural Dynamics, 31.
• Como, M., & Grimaldi, A. (1985). A unilateral model for the limit analysis of masonry walls. In Unilateral Problems in Structural Analysis, Proceedings of the 2nd Meeting in Unilateral Problems in Structural Analysis. New York: Springer (Ravello, 22–24 Sept. 1983, CISM Courses and Lectures, 288).
• Como, M., Grimaldi, A., & Lanni, G. (1998). New results on the strength evaluation of masonry buildings and monuments. 9th World Conference on Earthquake Engineering. Tokyo: Balkema.
• Fajfar, P. (1999). Capacity Spectrum method based on inelastic demand spectra. Earthquake Engineering and Structural Dynamics, 28.
• Galasco, A., Lagomarsino, S., & Penna, A. (2006). On the use of pushover analysis for existing masonry buildings. 1st ECEES, Geneva.
• Magenes, G., & Della Fontana, A. (1998). Simplified Non-linear Seismic Analysis of Masonry Buildings. In Proceedings of the British Masonry Society,8.
• Murthy, C. K., & Hendry, A. W. (1966). Model experiments in load-bearing brickworks. Building Science (Vol. 1). London: Pergamon Press.