A digital tool based on Genetic Algorithms and Limit Analysis for the seismic assessment of historic masonry buildings
| Main Author: | |
|---|---|
| Publication Date: | 2020 |
| Other Authors: | , , , |
| 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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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 |
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conference paper |
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info:eu-repo/semantics/publishedVersion |
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publishedVersion |
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https://hdl.handle.net/1822/78605 |
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https://hdl.handle.net/1822/78605 |
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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 |
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openAccess |
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application/pdf |
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Elsevier |
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Elsevier |
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