Performance of Masonry Buildings during the 2002 Molise, Italy, Earthquake

Author:

Decanini Luis1,De Sortis Adriano2,Goretti Agostino2,Langenbach Randolph3,Mollaioli Fabrizio1,Rasulo Alessandro4

Affiliation:

1. University of Rome “La Sapienza,” Faculty of Architecture “L. Quaroni,” Department of Structural and Geotechnical Engineering, Via Gramsci, 53, 00197 Rome, Italy

2. National Seismic Survey, Department of Civil Protection, Via Curtatone 3, 00185 Rome, Italy

3. International Consultant in Building Conservation Technology, , 6446 Harwood Ave., Oakland, CA 94618

4. Department of Mechanical, Structural and Environmental Engineering (DiMSAT), University of Cassino, Via G. Di Biasio 43, 03043 Cassino (FR), Italy

Abstract

The 2002 Molise, Italy, earthquake struck a relatively limited geographical area where the communities are mainly agrarian. While most buildings in the region are masonry, there are significant differences in the type of masonry construction, as material characteristics and construction practices had changed over the centuries. This paper focuses on the masonry buildings that predominate in domestic construction. The most significant features that contributed to the damage pattern appear to be (1) construction criteria, techniques, and details that were inadequate for seismically active areas, particularly in buildings constructed or substantially modified over the past 100 years, and (2) site effects resulting from differences in amplification and frequency of the vibrations that locally increased the destructiveness of the earthquake. The observed damage did not correlate to the vulnerability that would be assigned to the structures under the European Macroseismic Scale.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

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