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

Minimum energy strategies for the in-plane behaviour of masonry

Author and affiliation details
  • Antonio Gesualdo Corresponding author University of Naples Federico II, Department of Structure for Engineering and Architecture ORCID iD0000-0002-7063-8064 antonio.gesualdo@unina.it
  • Bruno Calderoni University of Naples Federico II, Department of Structure for Engineering and Architecture ORCID iD0000-0001-5596-9829
  • Antonino Iannuzzo ETH Zürich, Institute of Technology in Architecture ORCID iD0000-0002-6633-149X
  • Antonio Fortunato University of Salerno, Department of Civil Engineering ORCID iD0000-0001-9224-2143
  • Michela Monaco University of Campania “Luigi Vanvitelli”, Department of Architecture and Industrial Design ORCID iD0000-0001-7895-7089
DOI
10.3221/IGF-ESIS.51.27
Pages
376-385
Published
Published inVol. 14, No. 51 (2020)Go to the issue

Abstract

Unreinforced masonry is the most diffused construction material in the major part of historical centers in Europe. In a building subjected to earthquake forces the contribution of in-plane shear resistance of the masonry walls is a determinant factor for the stability of the whole structure. In particular, the masonry piers are the structural elements subjected to the combination of normal and shear forces. In general, ductile tools to model the in plane behaviour of masonry are always welcome in order to evaluate the capacity of walls subjected to vertical and horizontal actions. In this framework, two no-tension approaches to model the behaviour of masonry walls loaded with in-plane forces, involving a minimum energy procedure, are presented. Both the procedures allow the representation of the stress maps in the panel in case of monotonic increase of shear load. The results of the numerical analyses are compared and discussed.

Keywords

Article history

  1. ReceivedUntil the next stage: 26 days
  2. Revision requestedUntil the next stage: 17 days
  3. RevisedUntil the next stage: 15 days
  4. AcceptedUntil the next stage: 8 days
  5. Published

How to cite

APA

Gesualdo, A., Calderoni, B., Iannuzzo, A., Fortunato, A., & Monaco, M. (2019). Minimum energy strategies for the in-plane behaviour of masonry. Fracture and Structural Integrity, 14(51), 376–385. https://doi.org/10.3221/IGF-ESIS.51.27

IEEE

A. Gesualdo, B. Calderoni, A. Iannuzzo, A. Fortunato, and M. Monaco, “Minimum energy strategies for the in-plane behaviour of masonry,” Fracture and Structural Integrity, vol. 14, no. 51, pp. 376–385, 2019, doi: 10.3221/IGF-ESIS.51.27.

MLA

Gesualdo, Antonio, et al. “Minimum energy strategies for the in-plane behaviour of masonry.” Fracture and Structural Integrity, vol. 14, no. 51, 2019, pp. 376–385. https://doi.org/10.3221/IGF-ESIS.51.27.

Chicago

Gesualdo, Antonio, Bruno Calderoni, Antonino Iannuzzo, Antonio Fortunato, and Michela Monaco. 2019. “Minimum energy strategies for the in-plane behaviour of masonry.” Fracture and Structural Integrity 14 (51): 376–385. https://doi.org/10.3221/IGF-ESIS.51.27.

Harvard

Gesualdo, A., Calderoni, B., Iannuzzo, A., Fortunato, A. and Monaco, M. (2019) ‘Minimum energy strategies for the in-plane behaviour of masonry’, Fracture and Structural Integrity, 14(51), pp. 376–385. doi: 10.3221/IGF-ESIS.51.27.

Vancouver

Gesualdo A, Calderoni B, Iannuzzo A, Fortunato A, Monaco M. Minimum energy strategies for the in-plane behaviour of masonry. Fracture and Structural Integrity. 2019;14(51):376-385. doi:10.3221/IGF-ESIS.51.27

BibTeX

@article{gesualdo2019, author = {Gesualdo, Antonio and Calderoni, Bruno and Iannuzzo, Antonino and Fortunato, Antonio and Monaco, Michela}, title = {Minimum energy strategies for the in-plane behaviour of masonry}, journal = {Fracture and Structural Integrity}, year = {2019}, volume = {14}, number = {51}, pages = {376--385}, doi = {10.3221/IGF-ESIS.51.27}, url = {https://doi.org/10.3221/IGF-ESIS.51.27}, issn = {1971-8993} }

RIS

TY - JOUR AU - Gesualdo, Antonio AU - Calderoni, Bruno AU - Iannuzzo, Antonino AU - Fortunato, Antonio AU - Monaco, Michela TI - Minimum energy strategies for the in-plane behaviour of masonry JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2019 DA - 2019/12/03 VL - 14 IS - 51 SP - 376 EP - 385 DO - 10.3221/IGF-ESIS.51.27 UR - https://doi.org/10.3221/IGF-ESIS.51.27 SN - 1971-8993 ER -

Licence

Copyright © 2019 Antonio Gesualdo, Bruno Calderoni, Antonino Iannuzzo, Antonio Fortunato, Michela Monaco.

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

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