Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos

Bibliographic Details
Main Author: Trentini, Eduardo Vicente Wolf
Publication Date: 2023
Format: Doctoral thesis
Language: por
Source: Repositório Institucional da UFSCAR
Download full: https://repositorio.ufscar.br/handle/20.500.14289/18157
Summary: Brazil lacks investments in road infrastructure, as it is responsible for more than half of the volume of cargo transportation in the country. When addressing the topic of road infrastructure, one of the main variables is the construction and maintenance of viaducts. The design of such structures is traditionally carried out through a trial-and-error process that is no longer justified given the available computational resources and optimization methodologies. Traditionally, the main objective of structural design has been to minimize construction costs while ensuring structural efficiency. However, concerns about building a more sustainable future have shifted societal priorities, making sustainability a fundamental aspect as well. Ecological and durable structures are increasingly demanded. From this perspective, heuristic optimization methods provide an alternative to experience-based pre-dimensioning. The development of new construction materials, design techniques, and sustainable criteria motivates the need for a methodology that can automatically and accurately consider all these aspects. This research proposes a methodology for the efficient design of viaducts composed of pre-stressed and precast I-girder, rectangular cross beams, circular columns, and deep foundations using caisson-type piles, considering both structural efficiency and sustainability criteria. This research integrates cost, environmental impact, and durability in viaduct design. The proposed methodology provides a set of multi-objective compromise solutions among the involved variables, returning the best geometry, concrete type, and prestressing level. The performance of the MOPSO (Multiple Objective Particle Swarm Optimization), NSGA-2 (Nondominated Sorting Genetic Algorithm II), and SPEA2 (Strength Pareto Evolutionary Algorithm 2) metaheuristics was tested, and MOPSO proved to be the most effective in addressing the nature of the problem at hand. The parameters of MOPSO were calibrated using the Taguchi method, resulting in an average hypervolume increase from 2.211⋅10^9 to 2.222⋅10^9 in a proposed problem. By applying the developed method to two case studies, improvements were achieved compared to the original design, including up to a 23.2% reduction in construction costs, a 23.5% decrease in CO2 emissions, and a 540.7% increase in project lifespan when evaluating the individual performance of each objective function. This methodology has been implemented in a computer program available at https://www.optimusviaduto.ufscar.br, along with its source code.
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spelling Trentini, Eduardo Vicente WolfParsekian, Guilherme Arishttp://lattes.cnpq.br/7798651726059215Bittencourt, Túlio Nogueirahttp://lattes.cnpq.br/3548554171023581https://lattes.cnpq.br/5168968106542689https://orcid.org/0000-0001-8500-2723https://orcid.org/0000-0002-5939-2032https://orcid.org/0000-0001-6523-268769cdf179-60b9-4f35-abf8-7b3b325433892023-06-19T12:47:35Z2023-06-19T12:47:35Z2023-06-14TRENTINI, Eduardo Vicente Wolf. Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos. 2023. Tese (Doutorado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2023. Disponível em: https://repositorio.ufscar.br/handle/20.500.14289/18157.https://repositorio.ufscar.br/handle/20.500.14289/18157Brazil lacks investments in road infrastructure, as it is responsible for more than half of the volume of cargo transportation in the country. When addressing the topic of road infrastructure, one of the main variables is the construction and maintenance of viaducts. The design of such structures is traditionally carried out through a trial-and-error process that is no longer justified given the available computational resources and optimization methodologies. Traditionally, the main objective of structural design has been to minimize construction costs while ensuring structural efficiency. However, concerns about building a more sustainable future have shifted societal priorities, making sustainability a fundamental aspect as well. Ecological and durable structures are increasingly demanded. From this perspective, heuristic optimization methods provide an alternative to experience-based pre-dimensioning. The development of new construction materials, design techniques, and sustainable criteria motivates the need for a methodology that can automatically and accurately consider all these aspects. This research proposes a methodology for the efficient design of viaducts composed of pre-stressed and precast I-girder, rectangular cross beams, circular columns, and deep foundations using caisson-type piles, considering both structural efficiency and sustainability criteria. This research integrates cost, environmental impact, and durability in viaduct design. The proposed methodology provides a set of multi-objective compromise solutions among the involved variables, returning the best geometry, concrete type, and prestressing level. The performance of the MOPSO (Multiple Objective Particle Swarm Optimization), NSGA-2 (Nondominated Sorting Genetic Algorithm II), and SPEA2 (Strength Pareto Evolutionary Algorithm 2) metaheuristics was tested, and MOPSO proved to be the most effective in addressing the nature of the problem at hand. The parameters of MOPSO were calibrated using the Taguchi method, resulting in an average hypervolume increase from 2.211⋅10^9 to 2.222⋅10^9 in a proposed problem. By applying the developed method to two case studies, improvements were achieved compared to the original design, including up to a 23.2% reduction in construction costs, a 23.5% decrease in CO2 emissions, and a 540.7% increase in project lifespan when evaluating the individual performance of each objective function. This methodology has been implemented in a computer program available at https://www.optimusviaduto.ufscar.br, along with its source code.O Brasil carece de investimentos em infraestrutura rodoviária, uma vez que essa é responsável por mais da metade do volume de cargas transportado no território nacional. Quando se aborda o tema de infraestrutura rodoviária, uma das variáveis principais é a construção e a manutenção de viadutos. O projeto desse tipo de estrutura é realizado por um processo de tentativa e erro que não mais se justifica frente os recursos computacionais e metodologias de otimização disponíveis. Tradicionalmente, o objetivo principal do projeto de estruturas tem sido minimizar os custos de construção, garantindo a eficiência estrutural. No entanto, as preocupações com a construção de um futuro mais sustentável mudaram as prioridades da sociedade, sendo esse quesito também fundamental. Estruturas ecológicas e duráveis são cada vez mais exigidas. Sob esta perspectiva, os métodos de otimização heurística fornecem uma alternativa aos pré-dimensionamentos com base na experiência. O desenvolvimento de novos materiais de construção, técnicas de projeto e critérios sustentáveis motivam a necessidade de criação de uma metodologia para projeto automático e preciso que considere todos estes aspectos. Esta pesquisa propõe uma metodologia para projeto eficiente de viadutos compostos por longarinas I, pós-tensionadas e pré-moldadas, vigas travessas retangulares, pilares circulares e fundação profunda do tipo tubulão, considerando critérios de eficiência estrutural e sustentabilidade. Esta pesquisa integra custo, impacto ambiental e durabilidade no projeto de viadutos. A metodologia proposta fornece um conjunto de soluções de compromisso múltiplo entre as variáveis envolvidas, retornando a melhor geometria, tipo de concreto e nível de protensão. Como meta-heurística foi testado o desempenho do MOPSO (Multiple Objective Particle Swarm Optimization), NSGA-2 (Nondominated Sorting Genetic Algorithm II) e SPEA2 (Strength Pareto Evolutionary Algorithm 2) sendo que o MOPSO se adequou de forma mais eficaz a natureza do problema em questão. Os parâmetros do MOPSO foram calibrados, utilizando método de Taguchi, aumentando o hipervolume médio, em um problema proposto, de 2.211⋅10^9 para 2.222⋅10^9. Aplicando o método aqui desenvolvido em dois estudos de caso foram obtidas melhorias, em relação ao projeto original, de até 23,2% no custo de construção, 23,5% na emissão de CO2 e de 540,7% na vida útil de projeto, quando avaliado o desempenho individual de cada função objetivo. Essa metodologia foi implementada em um programa computacional disponível em https://www.optimusviaduto.ufscar.br, bem como o seu código fonte.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)Coordenação de Aperfeiçoamento de Pessoal de Nível Superior – Brasil (CAPES) – Código de Financiamento 001porUniversidade Federal de São CarlosCâmpus São CarlosPrograma de Pós-Graduação em Engenharia Civil - PPGECivUFSCarAttribution-NonCommercial-ShareAlike 3.0 Brazilhttp://creativecommons.org/licenses/by-nc-sa/3.0/br/info:eu-repo/semantics/openAccessPonteViadutoOtimização multiobjetivo inspirada em enxame de partículasAlgoritmo genético de procura não dominada IIAlgoritmo evolutivo de força de pareto 2BridgeViaductMultiple objective particle swarm optimizationNondominated sorting genetic algorithm IIStrength pareto evolutionary algorithm 2ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURASOtimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicosOptimization of multiple girders viaducts considering environmental and economic criteriainfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesis600600cc830dc1-debc-4e7f-bbc7-a442aa405614reponame:Repositório Institucional da UFSCARinstname:Universidade Federal de São Carlos (UFSCAR)instacron:UFSCARTHUMBNAILTese - Eduardo Vicente Wolf Trentini.pdf.jpgTese - Eduardo Vicente Wolf Trentini.pdf.jpgGenerated Thumbnailimage/jpeg4258https://repositorio.ufscar.br/bitstreams/5b498387-5df8-45d9-82ad-cac9f24c0816/downloadc1e9ce8fcc63e92489d95d804028d684MD54falseAnonymousREADORIGINALTese - Eduardo Vicente Wolf Trentini.pdfTese - Eduardo Vicente Wolf Trentini.pdfTeseapplication/pdf11906168https://repositorio.ufscar.br/bitstreams/00199d83-d052-4e42-a964-3cbec2b1d094/downloadd7e9ce09f5b82fe81bc36e3fd4b66d29MD51trueAnonymousREADCC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-81036https://repositorio.ufscar.br/bitstreams/2cae646e-3b73-4113-a062-58000b140807/download36c17387d15ae3a457ba8815a26942c5MD52falseAnonymousREADTEXTTese - Eduardo Vicente Wolf Trentini.pdf.txtTese - Eduardo Vicente Wolf Trentini.pdf.txtExtracted texttext/plain554074https://repositorio.ufscar.br/bitstreams/f1c496f3-0b26-4577-8855-81a6f03d3b07/download672e3ab304b8d6781b9ac0796aec0c39MD53falseAnonymousREAD20.500.14289/181572025-02-05 23:52:02.483http://creativecommons.org/licenses/by-nc-sa/3.0/br/Attribution-NonCommercial-ShareAlike 3.0 Brazilopen.accessoai:repositorio.ufscar.br:20.500.14289/18157https://repositorio.ufscar.brRepositório InstitucionalPUBhttps://repositorio.ufscar.br/oai/requestrepositorio.sibi@ufscar.bropendoar:43222025-02-06T02:52:02Repositório Institucional da UFSCAR - Universidade Federal de São Carlos (UFSCAR)false
dc.title.por.fl_str_mv Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos
dc.title.alternative.eng.fl_str_mv Optimization of multiple girders viaducts considering environmental and economic criteria
title Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos
spellingShingle Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos
Trentini, Eduardo Vicente Wolf
Ponte
Viaduto
Otimização multiobjetivo inspirada em enxame de partículas
Algoritmo genético de procura não dominada II
Algoritmo evolutivo de força de pareto 2
Bridge
Viaduct
Multiple objective particle swarm optimization
Nondominated sorting genetic algorithm II
Strength pareto evolutionary algorithm 2
ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS
title_short Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos
title_full Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos
title_fullStr Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos
title_full_unstemmed Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos
title_sort Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos
author Trentini, Eduardo Vicente Wolf
author_facet Trentini, Eduardo Vicente Wolf
author_role author
dc.contributor.authorlattes.por.fl_str_mv https://lattes.cnpq.br/5168968106542689
dc.contributor.authororcid.por.fl_str_mv https://orcid.org/0000-0001-8500-2723
dc.contributor.advisor1orcid.por.fl_str_mv https://orcid.org/0000-0002-5939-2032
dc.contributor.advisor-co1orcid.por.fl_str_mv https://orcid.org/0000-0001-6523-2687
dc.contributor.author.fl_str_mv Trentini, Eduardo Vicente Wolf
dc.contributor.advisor1.fl_str_mv Parsekian, Guilherme Aris
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/7798651726059215
dc.contributor.advisor-co1.fl_str_mv Bittencourt, Túlio Nogueira
dc.contributor.advisor-co1Lattes.fl_str_mv http://lattes.cnpq.br/3548554171023581
dc.contributor.authorID.fl_str_mv 69cdf179-60b9-4f35-abf8-7b3b32543389
contributor_str_mv Parsekian, Guilherme Aris
Bittencourt, Túlio Nogueira
dc.subject.por.fl_str_mv Ponte
Viaduto
Otimização multiobjetivo inspirada em enxame de partículas
Algoritmo genético de procura não dominada II
Algoritmo evolutivo de força de pareto 2
topic Ponte
Viaduto
Otimização multiobjetivo inspirada em enxame de partículas
Algoritmo genético de procura não dominada II
Algoritmo evolutivo de força de pareto 2
Bridge
Viaduct
Multiple objective particle swarm optimization
Nondominated sorting genetic algorithm II
Strength pareto evolutionary algorithm 2
ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS
dc.subject.eng.fl_str_mv Bridge
Viaduct
Multiple objective particle swarm optimization
Nondominated sorting genetic algorithm II
Strength pareto evolutionary algorithm 2
dc.subject.cnpq.fl_str_mv ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS
description Brazil lacks investments in road infrastructure, as it is responsible for more than half of the volume of cargo transportation in the country. When addressing the topic of road infrastructure, one of the main variables is the construction and maintenance of viaducts. The design of such structures is traditionally carried out through a trial-and-error process that is no longer justified given the available computational resources and optimization methodologies. Traditionally, the main objective of structural design has been to minimize construction costs while ensuring structural efficiency. However, concerns about building a more sustainable future have shifted societal priorities, making sustainability a fundamental aspect as well. Ecological and durable structures are increasingly demanded. From this perspective, heuristic optimization methods provide an alternative to experience-based pre-dimensioning. The development of new construction materials, design techniques, and sustainable criteria motivates the need for a methodology that can automatically and accurately consider all these aspects. This research proposes a methodology for the efficient design of viaducts composed of pre-stressed and precast I-girder, rectangular cross beams, circular columns, and deep foundations using caisson-type piles, considering both structural efficiency and sustainability criteria. This research integrates cost, environmental impact, and durability in viaduct design. The proposed methodology provides a set of multi-objective compromise solutions among the involved variables, returning the best geometry, concrete type, and prestressing level. The performance of the MOPSO (Multiple Objective Particle Swarm Optimization), NSGA-2 (Nondominated Sorting Genetic Algorithm II), and SPEA2 (Strength Pareto Evolutionary Algorithm 2) metaheuristics was tested, and MOPSO proved to be the most effective in addressing the nature of the problem at hand. The parameters of MOPSO were calibrated using the Taguchi method, resulting in an average hypervolume increase from 2.211⋅10^9 to 2.222⋅10^9 in a proposed problem. By applying the developed method to two case studies, improvements were achieved compared to the original design, including up to a 23.2% reduction in construction costs, a 23.5% decrease in CO2 emissions, and a 540.7% increase in project lifespan when evaluating the individual performance of each objective function. This methodology has been implemented in a computer program available at https://www.optimusviaduto.ufscar.br, along with its source code.
publishDate 2023
dc.date.accessioned.fl_str_mv 2023-06-19T12:47:35Z
dc.date.available.fl_str_mv 2023-06-19T12:47:35Z
dc.date.issued.fl_str_mv 2023-06-14
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dc.identifier.citation.fl_str_mv TRENTINI, Eduardo Vicente Wolf. Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos. 2023. Tese (Doutorado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2023. Disponível em: https://repositorio.ufscar.br/handle/20.500.14289/18157.
dc.identifier.uri.fl_str_mv https://repositorio.ufscar.br/handle/20.500.14289/18157
identifier_str_mv TRENTINI, Eduardo Vicente Wolf. Otimização de projeto de viadutos de múltiplas longarinas considerando critérios ambientais e econômicos. 2023. Tese (Doutorado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2023. Disponível em: https://repositorio.ufscar.br/handle/20.500.14289/18157.
url https://repositorio.ufscar.br/handle/20.500.14289/18157
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dc.publisher.none.fl_str_mv Universidade Federal de São Carlos
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