A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings

Bibliographic Details
Main Author: Turco, Chiara
Publication Date: 2020
Other Authors: Funari, Marco Francesco, Spadea, Saverio, Ciantia, Matteo, Lourenço, Paulo B.
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: https://hdl.handle.net/1822/78605
Summary: New technologies are changing the way engineers work within the construction sector. Newly developed software solutions have provided effective methods to explore the design space at the interface between Structural Engineering and Architecture, allowing more efficient design strategies. These technologies are based on the integration of parametric generation and visualisation of geometries with powerful numerical solvers, employing user-customised routines. While the construction industry is rapidly moving the design of new construction towards a fully digitalised process, the assessment and the analysis of existing structures with such tools are still largely unexplored. In this context, a visual script for the structural assessment of out-of-plane mechanisms in historic masonry structures subject to seismic loading has recently been proposed by the authors. This relies on two successive steps of analysis, which are integrated into a digital work-flow. Datasets describing the geometric configuration of masonry structures are employed to automatically generate a non-linear Finite Element (FE) model and investigate possible collapse modes. A preliminary global analysis is performed using the commercial software ABAQUS CAE. This, in combination with the Control Surface Method (CSM), allows identifying the most likely failure mechanisms which are described by the geometry of the macro blocks. The parametric modelling of the macro-blocks geometry allows exploring the domain of possible solutions using the upper bound method of limit analysis. A Genetic Algorithms (GA) solver is used to refine the geometry of the macro-blocks and search the minimum of the upper-bound load multipliers, which guarantees equilibrium. The script is implemented in the visual programming environment offered by Rhino3D+Grasshopper. In this paper, a set of parametric analyses considering various input variables such as friction coefficient and opening incidence are performed to verify both the sensitivity and the accuracy of the proposed met
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spelling A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildingsVisual ProgrammingGenetic AlgorithmsUpper bound limit analysisScience & TechnologyNew technologies are changing the way engineers work within the construction sector. Newly developed software solutions have provided effective methods to explore the design space at the interface between Structural Engineering and Architecture, allowing more efficient design strategies. These technologies are based on the integration of parametric generation and visualisation of geometries with powerful numerical solvers, employing user-customised routines. While the construction industry is rapidly moving the design of new construction towards a fully digitalised process, the assessment and the analysis of existing structures with such tools are still largely unexplored. In this context, a visual script for the structural assessment of out-of-plane mechanisms in historic masonry structures subject to seismic loading has recently been proposed by the authors. This relies on two successive steps of analysis, which are integrated into a digital work-flow. Datasets describing the geometric configuration of masonry structures are employed to automatically generate a non-linear Finite Element (FE) model and investigate possible collapse modes. A preliminary global analysis is performed using the commercial software ABAQUS CAE. This, in combination with the Control Surface Method (CSM), allows identifying the most likely failure mechanisms which are described by the geometry of the macro blocks. The parametric modelling of the macro-blocks geometry allows exploring the domain of possible solutions using the upper bound method of limit analysis. A Genetic Algorithms (GA) solver is used to refine the geometry of the macro-blocks and search the minimum of the upper-bound load multipliers, which guarantees equilibrium. The script is implemented in the visual programming environment offered by Rhino3D+Grasshopper. In this paper, a set of parametric analyses considering various input variables such as friction coefficient and opening incidence are performed to verify both the sensitivity and the accuracy of the proposed met- (undefined)ElsevierUniversidade do MinhoTurco, ChiaraFunari, Marco FrancescoSpadea, SaverioCiantia, MatteoLourenço, Paulo B.20202020-01-01T00:00:00Zconference paperinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://hdl.handle.net/1822/78605engTurco, C., Funari, M. F., Spadea, S., Ciantia, M., & Lourenço, P. B. (2020). A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings. Procedia Structural Integrity, 28, 1511-1519. doi: https://doi.org/10.1016/j.prostr.2020.10.1242452-32162452-321610.1016/j.prostr.2020.10.124https://www.sciencedirect.com/science/article/pii/S2452321620306260info:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-04-12T04:13:03Zoai:repositorium.sdum.uminho.pt:1822/78605Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T14:56:12.720615Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings
title A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings
spellingShingle A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings
Turco, Chiara
Visual Programming
Genetic Algorithms
Upper bound limit analysis
Science & Technology
title_short A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings
title_full A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings
title_fullStr A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings
title_full_unstemmed A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings
title_sort A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings
author Turco, Chiara
author_facet Turco, Chiara
Funari, Marco Francesco
Spadea, Saverio
Ciantia, Matteo
Lourenço, Paulo B.
author_role author
author2 Funari, Marco Francesco
Spadea, Saverio
Ciantia, Matteo
Lourenço, Paulo B.
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Turco, Chiara
Funari, Marco Francesco
Spadea, Saverio
Ciantia, Matteo
Lourenço, Paulo B.
dc.subject.por.fl_str_mv Visual Programming
Genetic Algorithms
Upper bound limit analysis
Science & Technology
topic Visual Programming
Genetic Algorithms
Upper bound limit analysis
Science & Technology
description New technologies are changing the way engineers work within the construction sector. Newly developed software solutions have provided effective methods to explore the design space at the interface between Structural Engineering and Architecture, allowing more efficient design strategies. These technologies are based on the integration of parametric generation and visualisation of geometries with powerful numerical solvers, employing user-customised routines. While the construction industry is rapidly moving the design of new construction towards a fully digitalised process, the assessment and the analysis of existing structures with such tools are still largely unexplored. In this context, a visual script for the structural assessment of out-of-plane mechanisms in historic masonry structures subject to seismic loading has recently been proposed by the authors. This relies on two successive steps of analysis, which are integrated into a digital work-flow. Datasets describing the geometric configuration of masonry structures are employed to automatically generate a non-linear Finite Element (FE) model and investigate possible collapse modes. A preliminary global analysis is performed using the commercial software ABAQUS CAE. This, in combination with the Control Surface Method (CSM), allows identifying the most likely failure mechanisms which are described by the geometry of the macro blocks. The parametric modelling of the macro-blocks geometry allows exploring the domain of possible solutions using the upper bound method of limit analysis. A Genetic Algorithms (GA) solver is used to refine the geometry of the macro-blocks and search the minimum of the upper-bound load multipliers, which guarantees equilibrium. The script is implemented in the visual programming environment offered by Rhino3D+Grasshopper. In this paper, a set of parametric analyses considering various input variables such as friction coefficient and opening incidence are performed to verify both the sensitivity and the accuracy of the proposed met
publishDate 2020
dc.date.none.fl_str_mv 2020
2020-01-01T00:00:00Z
dc.type.driver.fl_str_mv conference paper
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://hdl.handle.net/1822/78605
url https://hdl.handle.net/1822/78605
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Turco, C., Funari, M. F., Spadea, S., Ciantia, M., & Lourenço, P. B. (2020). A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings. Procedia Structural Integrity, 28, 1511-1519. doi: https://doi.org/10.1016/j.prostr.2020.10.124
2452-3216
2452-3216
10.1016/j.prostr.2020.10.124
https://www.sciencedirect.com/science/article/pii/S2452321620306260
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 Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron:RCAAP
instname_str FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron_str RCAAP
institution RCAAP
reponame_str Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
collection Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
repository.name.fl_str_mv Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
repository.mail.fl_str_mv info@rcaap.pt
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