Análise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.

Detalhes bibliográficos
Autor(a) principal: Feitosa, Fábio Faria
Data de Publicação: 2012
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Biblioteca Digital de Teses e Dissertações da UERJ
Texto Completo: http://www.bdtd.uerj.br/handle/1/11575
Resumo: Height limitations are frequent in multi-storey buildings due to zoning regulations, economic requirements and aesthetical considerations. Moreover, to provide for the passage of large diameter pipes in steel beams a high ceilings is usually required. The most adopted solution is the use of holes in the steel beams web in order to enable the passage of services. Therefore, the main objective of this research work is to evaluate the dynamic behaviour of footbridges, where structural design includes the use of cellular steel beams. The present study was carried out based on a load model developed to incorporate the dynamic effects induced by people walking. In this load model the transient effect due to the human heel impact was considered and the position of the dynamic load is changed according to individual position. The investigated structural model was based on a series of steelconcrete composite footbridges, with main spans varying from 10m to 30m. The proposed computational model, developed for the structural system dynamic analysis, adopted the usual mesh refinement techniques present in finite element method simulations, based on the Ansys program. The footbridges dynamic response was investigated considering two different design solutions: beams filled soul and cellular beams. The influence of the holes in the composite beams web over the footbridges dynamic response was investigated and the peak accelerations were obtained and compared with results supplied by design codes and recommendations aiming human comfort evaluations.
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spelling Silva, José Guilherme Santos dahttp://lattes.cnpq.br/4422797300106230Vellasco, Pedro Colmar Gonçalves da Silvahttp://lattes.cnpq.br/2438486171976888Lima, Luciano Rodrigues Ornelas dehttp://lattes.cnpq.br/2151919861612154Figueiredo, Fábio Pereirahttp://lattes.cnpq.br/1345504776191391Soeiro, Francisco José da Cunha Pireshttp://lattes.cnpq.br/8690926504635230http://lattes.cnpq.br/2061596874053501Feitosa, Fábio Faria2021-01-06T19:01:56Z2014-12-152012-09-27http://www.bdtd.uerj.br/handle/1/11575Height limitations are frequent in multi-storey buildings due to zoning regulations, economic requirements and aesthetical considerations. Moreover, to provide for the passage of large diameter pipes in steel beams a high ceilings is usually required. The most adopted solution is the use of holes in the steel beams web in order to enable the passage of services. Therefore, the main objective of this research work is to evaluate the dynamic behaviour of footbridges, where structural design includes the use of cellular steel beams. The present study was carried out based on a load model developed to incorporate the dynamic effects induced by people walking. In this load model the transient effect due to the human heel impact was considered and the position of the dynamic load is changed according to individual position. The investigated structural model was based on a series of steelconcrete composite footbridges, with main spans varying from 10m to 30m. The proposed computational model, developed for the structural system dynamic analysis, adopted the usual mesh refinement techniques present in finite element method simulations, based on the Ansys program. The footbridges dynamic response was investigated considering two different design solutions: beams filled soul and cellular beams. The influence of the holes in the composite beams web over the footbridges dynamic response was investigated and the peak accelerations were obtained and compared with results supplied by design codes and recommendations aiming human comfort evaluations.Limitações de altura têm sido impostas sobre edificações por regulamentos de zoneamento urbano e aspectos econômicos e estéticos. Além disso, para se proporcionar a passagem de tubulações de grande diâmetro sob vigas de aço, um pé-direito alto é normalmente requerido. Uma solução frequentemente utilizada em projeto diz respeito à abertura de furos na alma das vigas de aço para passagem das tubulações de serviço. Assim sendo, este trabalho de pesquisa objetiva a avaliação da resposta dinâmica de passarelas para pedestres, onde o projeto estrutural prevê a utilização de vigas celulares em aço. Objetiva-se verificar a influência das aberturas nas almas dessas vigas sobre a resposta dinâmica das passarelas. As ações dinâmicas representativas do caminhar dos pedestres são simuladas por meio de um modelo matemático que considera uma descrição espacial e temporal e, ainda, inclui o efeito do impacto do calcanhar humano. Os modelos estruturais investigados correspondem a passarelas mistas (aço-concreto) com 10m a 30m de extensão. São empregadas técnicas usuais de discretização, via método dos elementos finitos, por meio do programa Ansys. A resposta dinâmica das passarelas é obtida para duas situações distintas: vigas de alma cheia e vigas celulares. Uma avaliação crítica sobre a resposta dinâmica das passarelas possibilita verificar a influência dos furos nas almas das vigas metálicas, mediante a obtenção das acelerações de pico, focando aspectos associados ao conforto humano, considerando-se comparações com normas e recomendações de projeto.Submitted by Boris Flegr (boris@uerj.br) on 2021-01-06T19:01:56Z No. of bitstreams: 1 Fabio Faria Feitosa.pdf: 2071746 bytes, checksum: efb7b44ab3e05ebf895dd75febdb4b6f (MD5)Made available in DSpace on 2021-01-06T19:01:56Z (GMT). No. of bitstreams: 1 Fabio Faria Feitosa.pdf: 2071746 bytes, checksum: efb7b44ab3e05ebf895dd75febdb4b6f (MD5) Previous issue date: 2012-09-27application/pdfporUniversidade do Estado do Rio de JaneiroPrograma de Pós-Graduação em Engenharia CivilUERJBRCentro de Tecnologia e Ciências::Faculdade de EngenhariaEngenharia CivilPedestrian footbridgesStructural dynamicsCellular beamsHuman comfort analysisEngenharia CivilPassarelas de pedestresDinâmica estruturalVigas celularesAnálise de conforto humanoCNPQ::ENGENHARIAS::ENGENHARIA CIVILAnálise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.Dynamic analysis of mixed pedestrian walkways (steelconcrete) with holes in the steel beams web.info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/openAccessreponame:Biblioteca Digital de Teses e Dissertações da UERJinstname:Universidade do Estado do Rio de Janeiro (UERJ)instacron:UERJORIGINALFabio Faria Feitosa.pdfapplication/pdf2071746http://www.bdtd.uerj.br/bitstream/1/11575/1/Fabio+Faria+Feitosa.pdfefb7b44ab3e05ebf895dd75febdb4b6fMD511/115752024-02-27 14:52:26.588oai:www.bdtd.uerj.br:1/11575Biblioteca Digital de Teses e Dissertaçõeshttp://www.bdtd.uerj.br/PUBhttps://www.bdtd.uerj.br:8443/oai/requestbdtd.suporte@uerj.bropendoar:29032024-02-27T17:52:26Biblioteca Digital de Teses e Dissertações da UERJ - Universidade do Estado do Rio de Janeiro (UERJ)false
dc.title.por.fl_str_mv Análise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.
dc.title.alternative.eng.fl_str_mv Dynamic analysis of mixed pedestrian walkways (steelconcrete) with holes in the steel beams web.
title Análise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.
spellingShingle Análise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.
Feitosa, Fábio Faria
Engenharia Civil
Pedestrian footbridges
Structural dynamics
Cellular beams
Human comfort analysis
Engenharia Civil
Passarelas de pedestres
Dinâmica estrutural
Vigas celulares
Análise de conforto humano
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
title_short Análise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.
title_full Análise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.
title_fullStr Análise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.
title_full_unstemmed Análise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.
title_sort Análise dinâmica de passarelas de pedestres mistas (açoconcreto)com aberturas na alma das vigas de aço.
author Feitosa, Fábio Faria
author_facet Feitosa, Fábio Faria
author_role author
dc.contributor.advisor1.fl_str_mv Silva, José Guilherme Santos da
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/4422797300106230
dc.contributor.advisor-co1.fl_str_mv Vellasco, Pedro Colmar Gonçalves da Silva
dc.contributor.advisor-co1Lattes.fl_str_mv http://lattes.cnpq.br/2438486171976888
dc.contributor.referee1.fl_str_mv Lima, Luciano Rodrigues Ornelas de
dc.contributor.referee1Lattes.fl_str_mv http://lattes.cnpq.br/2151919861612154
dc.contributor.referee2.fl_str_mv Figueiredo, Fábio Pereira
dc.contributor.referee2Lattes.fl_str_mv http://lattes.cnpq.br/1345504776191391
dc.contributor.referee3.fl_str_mv Soeiro, Francisco José da Cunha Pires
dc.contributor.referee3Lattes.fl_str_mv http://lattes.cnpq.br/8690926504635230
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/2061596874053501
dc.contributor.author.fl_str_mv Feitosa, Fábio Faria
contributor_str_mv Silva, José Guilherme Santos da
Vellasco, Pedro Colmar Gonçalves da Silva
Lima, Luciano Rodrigues Ornelas de
Figueiredo, Fábio Pereira
Soeiro, Francisco José da Cunha Pires
dc.subject.eng.fl_str_mv Engenharia Civil
Pedestrian footbridges
Structural dynamics
Cellular beams
Human comfort analysis
topic Engenharia Civil
Pedestrian footbridges
Structural dynamics
Cellular beams
Human comfort analysis
Engenharia Civil
Passarelas de pedestres
Dinâmica estrutural
Vigas celulares
Análise de conforto humano
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
dc.subject.por.fl_str_mv Engenharia Civil
Passarelas de pedestres
Dinâmica estrutural
Vigas celulares
Análise de conforto humano
dc.subject.cnpq.fl_str_mv CNPQ::ENGENHARIAS::ENGENHARIA CIVIL
description Height limitations are frequent in multi-storey buildings due to zoning regulations, economic requirements and aesthetical considerations. Moreover, to provide for the passage of large diameter pipes in steel beams a high ceilings is usually required. The most adopted solution is the use of holes in the steel beams web in order to enable the passage of services. Therefore, the main objective of this research work is to evaluate the dynamic behaviour of footbridges, where structural design includes the use of cellular steel beams. The present study was carried out based on a load model developed to incorporate the dynamic effects induced by people walking. In this load model the transient effect due to the human heel impact was considered and the position of the dynamic load is changed according to individual position. The investigated structural model was based on a series of steelconcrete composite footbridges, with main spans varying from 10m to 30m. The proposed computational model, developed for the structural system dynamic analysis, adopted the usual mesh refinement techniques present in finite element method simulations, based on the Ansys program. The footbridges dynamic response was investigated considering two different design solutions: beams filled soul and cellular beams. The influence of the holes in the composite beams web over the footbridges dynamic response was investigated and the peak accelerations were obtained and compared with results supplied by design codes and recommendations aiming human comfort evaluations.
publishDate 2012
dc.date.issued.fl_str_mv 2012-09-27
dc.date.available.fl_str_mv 2014-12-15
dc.date.accessioned.fl_str_mv 2021-01-06T19:01:56Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://www.bdtd.uerj.br/handle/1/11575
url http://www.bdtd.uerj.br/handle/1/11575
dc.language.iso.fl_str_mv por
language por
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 Universidade do Estado do Rio de Janeiro
dc.publisher.program.fl_str_mv Programa de Pós-Graduação em Engenharia Civil
dc.publisher.initials.fl_str_mv UERJ
dc.publisher.country.fl_str_mv BR
dc.publisher.department.fl_str_mv Centro de Tecnologia e Ciências::Faculdade de Engenharia
publisher.none.fl_str_mv Universidade do Estado do Rio de Janeiro
dc.source.none.fl_str_mv reponame:Biblioteca Digital de Teses e Dissertações da UERJ
instname:Universidade do Estado do Rio de Janeiro (UERJ)
instacron:UERJ
instname_str Universidade do Estado do Rio de Janeiro (UERJ)
instacron_str UERJ
institution UERJ
reponame_str Biblioteca Digital de Teses e Dissertações da UERJ
collection Biblioteca Digital de Teses e Dissertações da UERJ
bitstream.url.fl_str_mv http://www.bdtd.uerj.br/bitstream/1/11575/1/Fabio+Faria+Feitosa.pdf
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bitstream.checksumAlgorithm.fl_str_mv MD5
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repository.mail.fl_str_mv bdtd.suporte@uerj.br
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