Skip to main content

Research Repository

Advanced Search

A comparative study on a complex URM building: part II-issues on modelling and seismic analysis through continuum and discrete-macroelement models

Castellazzi, G.; Panto, B.; Occhipinti, G.; Talledo, D.A.; Berto, L.; Camata, G.

A comparative study on a complex URM building: part II-issues on modelling and seismic analysis through continuum and discrete-macroelement models Thumbnail


Authors

G. Castellazzi

G. Occhipinti

D.A. Talledo

L. Berto

G. Camata



Abstract

The paper presents the comparison of the results obtained on a masonry building by nonlinear static analysis using different software operating in the field of continuum and discrete-macroelement modeling. The structure is inspired by an actual building, the "P. Capuzi" school in Visso (Macerata, Italy), seriously damaged following the seismic events that affected Central Italy from August 2016 to January 2017. The activity described is part of a wider research program carried out by various units involved in the ReLUIS 2017/2108—Masonry Structures project and having as its object the analysis of benchmark structures for the evaluation of the reliability of software packages. The comparison of analysis was carried out in relation to: global parameters (concerning the dynamic properties, capacity curves and, equivalent bilinear curves), synthetic parameters of structural safety (such as, for example, the maximum acceleration compatible with the life safety limit state) and the response in terms of simulated damage. The results allow for some insights on the use of continuum and discrete-macroelement modeling, with respect to the dispersion of the results and on the potential repercussions in the professional field. This response was also analyzed considering different approaches for the application of loads.

Citation

Castellazzi, G., Panto, B., Occhipinti, G., Talledo, D., Berto, L., & Camata, G. (2022). A comparative study on a complex URM building: part II-issues on modelling and seismic analysis through continuum and discrete-macroelement models. Bulletin of Earthquake Engineering, 20, 2159-2185. https://doi.org/10.1007/s10518-021-01147-4

Journal Article Type Article
Acceptance Date Jun 4, 2021
Online Publication Date Jun 12, 2021
Publication Date 2022-03
Deposit Date Mar 24, 2022
Publicly Available Date Jul 25, 2023
Journal BULLETIN OF EARTHQUAKE ENGINEERING
Print ISSN 1570-761X
Electronic ISSN 1573-1456
Publisher Springer
Peer Reviewed Peer Reviewed
Volume 20
Pages 2159-2185
DOI https://doi.org/10.1007/s10518-021-01147-4
Public URL https://durham-repository.worktribe.com/output/1209361

Files

Published Journal Article (8.8 Mb)
PDF

Licence
http://creativecommons.org/licenses/by/4.0/

Publisher Licence URL
http://creativecommons.org/licenses/by/4.0/

Copyright Statement
Open Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.





You might also like



Downloadable Citations