Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Fracture and Damage Detection in Masonry Structures Vol. 14, No. 51 (2020)

Retrofit assessment of masonry buildings through simplified structural analysis

Author and affiliation details
  • Mariateresa Guadagnuolo Corresponding author Department of Architecture and Industrial Design, Università degli Studi della Campania Luigi Vanvitelli, ORCID iD0000-0002-8273-4846 m.guadagnuolo@unicampania.it
  • Marianna Aurilio Department of Architecture and Industrial Design, Università degli Studi della Campania Luigi Vanvitelli, ORCID iD0000-0002-8234-4127
  • Giuseppe Faella Department of Architecture and Industrial Design, Università degli Studi della Campania Luigi Vanvitelli, ORCID iD0000-0002-1941-9675
DOI
10.3221/IGF-ESIS.51.29
Pages
398-409
Published
Published inVol. 14, No. 51 (2020)Go to the issue

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.

Keywords

Article history

  1. ReceivedUntil the next stage: 46 days
  2. Revision requestedUntil the next stage: 121 days
  3. RevisedUntil the next stage: 2 days
  4. AcceptedUntil the next stage: 2 days
  5. Published

How to cite

APA

Guadagnuolo, M., Aurilio, M., & Faella, G. (2019). Retrofit assessment of masonry buildings through simplified structural analysis. Fracture and Structural Integrity, 14(51), 398–409. https://doi.org/10.3221/IGF-ESIS.51.29

IEEE

M. Guadagnuolo, M. Aurilio, and G. Faella, “Retrofit assessment of masonry buildings through simplified structural analysis,” Fracture and Structural Integrity, vol. 14, no. 51, pp. 398–409, 2019, doi: 10.3221/IGF-ESIS.51.29.

MLA

Guadagnuolo, Mariateresa, et al. “Retrofit assessment of masonry buildings through simplified structural analysis.” Fracture and Structural Integrity, vol. 14, no. 51, 2019, pp. 398–409. https://doi.org/10.3221/IGF-ESIS.51.29.

Chicago

Guadagnuolo, Mariateresa, Marianna Aurilio, and Giuseppe Faella. 2019. “Retrofit assessment of masonry buildings through simplified structural analysis.” Fracture and Structural Integrity 14 (51): 398–409. https://doi.org/10.3221/IGF-ESIS.51.29.

Harvard

Guadagnuolo, M., Aurilio, M. and Faella, G. (2019) ‘Retrofit assessment of masonry buildings through simplified structural analysis’, Fracture and Structural Integrity, 14(51), pp. 398–409. doi: 10.3221/IGF-ESIS.51.29.

Vancouver

Guadagnuolo M, Aurilio M, Faella G. Retrofit assessment of masonry buildings through simplified structural analysis. Fracture and Structural Integrity. 2019;14(51):398-409. doi:10.3221/IGF-ESIS.51.29

BibTeX

@article{guadagnuolo2019, author = {Guadagnuolo, Mariateresa and Aurilio, Marianna and Faella, Giuseppe}, title = {Retrofit assessment of masonry buildings through simplified structural analysis}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {14}, number = {51}, pages = {398--409}, doi = {10.3221/IGF-ESIS.51.29}, url = {https://doi.org/10.3221/IGF-ESIS.51.29}, issn = {1971-8993} }

RIS

TY - JOUR AU - Guadagnuolo, Mariateresa AU - Aurilio, Marianna AU - Faella, Giuseppe TI - Retrofit assessment of masonry buildings through simplified structural analysis JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/12/03 VL - 14 IS - 51 SP - 398 EP - 409 DO - 10.3221/IGF-ESIS.51.29 UR - https://doi.org/10.3221/IGF-ESIS.51.29 SN - 1971-8993 ER -

Licence

Copyright © 2020 Mariateresa Guadagnuolo, Marianna Aurilio, Giuseppe Faella.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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