Retrofit assessment of masonry buildings through simplified structural analysis

Authors

  • Mariateresa Guadagnuolo Department of Architecture and Industrial Design, Università degli Studi della Campania Luigi Vanvitelli, https://orcid.org/0000-0002-8273-4846
  • Marianna Aurilio Department of Architecture and Industrial Design, Università degli Studi della Campania Luigi Vanvitelli, https://orcid.org/0000-0002-8234-4127
  • Giuseppe Faella Department of Architecture and Industrial Design, Università degli Studi della Campania Luigi Vanvitelli, https://orcid.org/0000-0002-1941-9675

DOI:

https://doi.org/10.3221/IGF-ESIS.51.29

Keywords:

Seismic risk mitigation, Masonry buildings, Strengthening optimization, Province of Caserta

Abstract

The current seismic prevention strategy is based on a unitary approach aimed at a risk mitigation, also at territorial level. The Italian guidelines for the assessment and mitigation of seismic risk of cultural heritage provides indications for the seismic analysis of protected cultural heritage, with the aim of specifying a path of knowledge, assessing the level of safety and planning possible improvements. The Italian building heritage is very vast and heterogeneous and was devastated by earthquakes due to its high vulnerability; therefore, the seismic risk mitigation also requires the availability of simple and handy analysis tools. The aim of this paper is the illustration of an easy, although approximate, procedure for the evaluation of the seismic safety index and the optimization of strengthening interventions. The procedure is applied to buildings located in the province of Caserta. The analyses are performed with reference to two types of buildings that are particularly recurrent and representative of the building heritage of this area and placed in areas with different seismic hazard.

Downloads

Download data is not yet available.

Published

03-12-2019

Issue

Section

SI: Fracture and Damage Detection in Masonry Structures

Categories

How to Cite

Retrofit assessment of masonry buildings through simplified structural analysis. (2019). Frattura Ed Integrità Strutturale, 14(51), 398-409. https://doi.org/10.3221/IGF-ESIS.51.29