A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads

Detalhes bibliográficos
Autor(a) principal: Portioli, Francesco P. A.
Data de Publicação: 2021
Outros Autores: Godio, Michele, Calderini, Chiara, Lourenço, Paulo B.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/1822/88546
Resumo: The authors make available the data needed to reproduce the article's content at the following permanent repository: https://doi.org/10.5281/zenodo.4919042.
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spelling A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loadsdisplacement-based methoddistinct element methodlarge displacementsmasonrymathematical programmingrigid block modelsequential limit analysisunilateral elastic contactsEngenharia e Tecnologia::Engenharia CivilScience & TechnologyThe authors make available the data needed to reproduce the article's content at the following permanent repository: https://doi.org/10.5281/zenodo.4919042.Displacement-based methods contained in recent standards for seismic safety assessment require the determination of the full nonlinear pushover curve for local failure mechanisms in historic masonry structures. This curve should reflect both the initial elastic behavior and the rigid body behavior after the activation of rocking. In this work, a rigid block model is proposed for the displacement-based seismic assessment of local collapse mechanisms of these structures. Masonry is modeled as an assemblage of two-dimensional rigid blocks in contact through frictional interfaces. Two types of contact models are formulated to capture, respectively, the pre and postpeak branches of the pushover curve: a unilateral elastic contact model, capturing the initial nonlinear behavior up to the force capacity of the structure, corresponding to the activation of the collapse mechanism, and a rigid contact model with finite friction and compressive strength, which describes the rigid-body rocking behavior up to the attainment of the displacement capacity of the structure. Tension-only elements are also implemented to model strengthening interventions with tie-rods. The contact problems associated with the elastic and rigid contact models are formulated using mathematical programming. For both models, a sequential solution procedure is implemented to capture the variation of the load multiplier with the increasing deformation of the structure (P-Delta effect). The accuracy of the modeling approach in reproducing the pushover curve of masonry panels subjected to horizontal seismic loads is evaluated on selected case studies. The solution is first tested against hand calculations, existing analytical models, and distinct element simulations. Then, comparisons against experimental tests follow. As a final application, the failure mechanism and pushover curve of a triumphal masonry arch are predicted by the model and its seismic assessment is performed according to codified force- and displacement-based methods, demonstrating the adThe financial support of the research project DPC-ReLUIS: Work Package 5 "Integrated and low-impact strengthening interventions" (2019-2021) is acknowledged. The authors are also grateful to Dr. Lucrezia Cascini, Prof. Mario D'Aniello, Mr. Mario Torricella, and Mr. Domenico Imperatrice from the Department of Structures for Engineering and Architecture for their assistance and support in the preparation of the specimens, test setup, and throughout the execution of experimental investigations.WileyUniversidade do MinhoPortioli, Francesco P. A.Godio, MicheleCalderini, ChiaraLourenço, Paulo B.20212021-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/88546engPortioli, F. P. A., Godio, M., Calderini, C., & Lourenço, P. B. (2021). A variational rigid‐block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads. Earthquake Engineering & Structural Dynamics. Wiley. http://doi.org/10.1002/eqe.35120098-884710.1002/eqe.3512https://onlinelibrary.wiley.com/doi/10.1002/eqe.3512info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-02-10T01:19:43Zoai:repositorium.sdum.uminho.pt:1822/88546Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T02:37:07.131580Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads
title A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads
spellingShingle A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads
Portioli, Francesco P. A.
displacement-based method
distinct element method
large displacements
masonry
mathematical programming
rigid block model
sequential limit analysis
unilateral elastic contacts
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
title_short A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads
title_full A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads
title_fullStr A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads
title_full_unstemmed A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads
title_sort A variational rigid-block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads
author Portioli, Francesco P. A.
author_facet Portioli, Francesco P. A.
Godio, Michele
Calderini, Chiara
Lourenço, Paulo B.
author_role author
author2 Godio, Michele
Calderini, Chiara
Lourenço, Paulo B.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Portioli, Francesco P. A.
Godio, Michele
Calderini, Chiara
Lourenço, Paulo B.
dc.subject.por.fl_str_mv displacement-based method
distinct element method
large displacements
masonry
mathematical programming
rigid block model
sequential limit analysis
unilateral elastic contacts
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
topic displacement-based method
distinct element method
large displacements
masonry
mathematical programming
rigid block model
sequential limit analysis
unilateral elastic contacts
Engenharia e Tecnologia::Engenharia Civil
Science & Technology
description The authors make available the data needed to reproduce the article's content at the following permanent repository: https://doi.org/10.5281/zenodo.4919042.
publishDate 2021
dc.date.none.fl_str_mv 2021
2021-01-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/1822/88546
url https://hdl.handle.net/1822/88546
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Portioli, F. P. A., Godio, M., Calderini, C., & Lourenço, P. B. (2021). A variational rigid‐block modeling approach to nonlinear elastic and kinematic analysis of failure mechanisms in historic masonry structures subjected to lateral loads. Earthquake Engineering & Structural Dynamics. Wiley. http://doi.org/10.1002/eqe.3512
0098-8847
10.1002/eqe.3512
https://onlinelibrary.wiley.com/doi/10.1002/eqe.3512
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Wiley
publisher.none.fl_str_mv Wiley
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv
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