Análise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013)
Autor(a) principal: | |
---|---|
Data de Publicação: | 2016 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Biblioteca Digital de Teses e Dissertações da UNICAP |
Texto Completo: | http://tede2.unicap.br:8080/handle/tede/72 |
Resumo: | Analysis of service life of a building requires the observation of many variables, especially corre-lating to the performance and durability. In this meaning, the NBR 15.575:2013 - Residential Buildings - Performance establishes requirements, criteria and methods assessment for analyz-ing the performance of buildings, and sometimes subsidize designers to determine the design life consistent with the performance level desired by the builder and user. Adding that the calculation of the estimated service life of buildings takes into account the natural aging of the building sys-tems components, but not contemplates of the damage effect caused by the entry into operation and use of the building or absence conservation. Moreover, the NBR 5.674:2012 - Buildings Maintenance - Requirements for the maintenance management system, indicates which systems and services that must go through the maintenance process and in what period, enabling mainte-nance management quality. However, it is not always what happens in the buildings after entry into operation and use. In the survey, we tired so verify the relationship between the predicted service life and the warranty period of the building. The information analyzed were provided by an active construction of Recife, collected in a database from the technical assistance after work eight buildings in the Metropolitan Region of Recife. To measure the percentage difference be-tween the design life and estimated service life, following the intervention of the technical assis-tance after work was used the factors method set out in ISO 15.686:2000 - Building and construc-tion assets - Service life planning and recommended by NBR 15575-1:2013. The frequency of occurrence damage in buildings was analyzed by determining the rates of failure in the buildings. The results show to a reduction of the design life of the order of 20% of the reference service life, from values adopted in the Performance of Brazilian Standard; also point to a concentration of damage in the initial stage of construction, above 50%, which correlate with the conditional prob-ability of failure curve (Bathtub Curve) sorting a high abrupt failure rate, ranking the building at the stage of infant mortality. These results reflect an unplanned variation in performance level proposed for the building. In this context, it is suggested to link the period of the works guarantee to the level of actual performance of the building. The application of reliability concepts allows infer about warranty period of the Building and make comparisons with the requirement of Brazi-lian law enforcement. |
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Oliveira, Romilde Almeida deCPF:00363820434http://lattes.cnpq.br/9272579827887449Oliveira, Joaquim Teodoro Romão deCPF:58959963453http://lattes.cnpq.br/5198199237699879Santos, Eder Carlos Guedes dosCPF:00000000882http://lattes.cnpq.br/7017825980724888CPF:62459511434http://lattes.cnpq.br/3225696859508477Silva, Nina Celeste Macario Simões da2017-06-01T17:57:36Z2016-06-202016-02-25http://tede2.unicap.br:8080/handle/tede/72Analysis of service life of a building requires the observation of many variables, especially corre-lating to the performance and durability. In this meaning, the NBR 15.575:2013 - Residential Buildings - Performance establishes requirements, criteria and methods assessment for analyz-ing the performance of buildings, and sometimes subsidize designers to determine the design life consistent with the performance level desired by the builder and user. Adding that the calculation of the estimated service life of buildings takes into account the natural aging of the building sys-tems components, but not contemplates of the damage effect caused by the entry into operation and use of the building or absence conservation. Moreover, the NBR 5.674:2012 - Buildings Maintenance - Requirements for the maintenance management system, indicates which systems and services that must go through the maintenance process and in what period, enabling mainte-nance management quality. However, it is not always what happens in the buildings after entry into operation and use. In the survey, we tired so verify the relationship between the predicted service life and the warranty period of the building. The information analyzed were provided by an active construction of Recife, collected in a database from the technical assistance after work eight buildings in the Metropolitan Region of Recife. To measure the percentage difference be-tween the design life and estimated service life, following the intervention of the technical assis-tance after work was used the factors method set out in ISO 15.686:2000 - Building and construc-tion assets - Service life planning and recommended by NBR 15575-1:2013. The frequency of occurrence damage in buildings was analyzed by determining the rates of failure in the buildings. The results show to a reduction of the design life of the order of 20% of the reference service life, from values adopted in the Performance of Brazilian Standard; also point to a concentration of damage in the initial stage of construction, above 50%, which correlate with the conditional prob-ability of failure curve (Bathtub Curve) sorting a high abrupt failure rate, ranking the building at the stage of infant mortality. These results reflect an unplanned variation in performance level proposed for the building. In this context, it is suggested to link the period of the works guarantee to the level of actual performance of the building. The application of reliability concepts allows infer about warranty period of the Building and make comparisons with the requirement of Brazi-lian law enforcement.A análise da vida útil (VU) de uma edificação exige a observação de muitas variáveis, especialmente aquelas voltadas para o desempenho e durabilidade. Nesse sentido, a ABNT NBR 15.575:2013 Edificações habitacionais Desempenho estabelece requisitos, critérios e métodos de avaliação para analisar o desempenho das construções, e ao mesmo tempo subsidiar os projetistas a determinar a vida útil de projeto (VUP) condizente com o nível de desempenho desejado pelo construtor e usuário. Acrescente-se que o cálculo para a vida útil estimada (VUE) das construções leva em consideração o envelhecimento natural dos componentes dos sistemas construtivos, mas não contempla o efeito dos danos provocados pela entrada em operação e uso da edificação ou ausência de manutenção. Além disso, a ABNT NBR 5674:2012 - Manutenção de edificações Requisitos para o sistema de gestão de manutenção, indica quais os sistemas e serviços devem passar pelo processo de manutenção e em qual período, possibilitando a gestão da manutenção com qualidade. Entretanto, não é sempre o que ocorre nas edificações após a entrada em operação e uso. Na pesquisa, procurou-se, então, verificar qual a relação entre a vida útil estimada e os prazos de garantia das obras. Para medir a diferença percentual entre a VUP e a VUE, após a intervenção da ATPO foi utilizado o método dos fatores previsto na ISO 15.686:2000 - Building and construction assets service life planning e recomendado pela NBR 15.575-1:2013. As informações analisadas foram cedidas por uma construtora atuante na cidade do Recife, coletadas de um banco de dados proveniente da assistência técnica pós-obra (ATPO) de oito empreendimentos construídos na Região Metropolitana do Recife. A frequência de ocorrência de danos nas edificações foi analisada através da determinação da taxa de falhas dos empreendimentos. Os resultados assinalam para um percentual de redução da vida útil de projeto (VUP), da ordem de 20% da vida útil de referência (VUR), valores adotados da NBR 15.575:2013; apontam também, para uma concentração de avarias no estágio inicial da construção, acima de 50%, que correlacionando com a curva de probabilidade condicional de falha (curva da banheira) obtém-se um alto índice de falha brusca, classificando a edificação na fase da mortalidade infantil. Esses resultados refletem uma variação não planejada do nível de desempenho proposto para a edificação. Diante desse contexto, sugere-se vincular o prazo de garantia da obra com o nível de desempenho efetivo da construção. A aplicação de conceitos de confiabilidade permite inferir sobre os prazos de garantia da obra e fazer comparações com o valor previsto no aparato legal brasileiro.Made available in DSpace on 2017-06-01T17:57:36Z (GMT). No. of bitstreams: 1 nina_celeste_macario_simoes_silva.pdf: 1909483 bytes, checksum: 6aea96fc0ed64d2a0e30e39d5ce2096f (MD5) Previous issue date: 2016-02-25Conselho Nacional de Desenvolvimento Científico e Tecnológicoapplication/pdfporUniversidade Católica de PernambucoMestrado em Engenharia CivilUNICAPBREngenharia Civilconstrução civil - normasnormas técnicas (engenharia)construção civil - durabilidadedissertaçõesconstruction - standardstechnical standards (engineering)construction - durabilitydissertationsCNPQ::ENGENHARIAS::ENGENHARIA CIVILAnálise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013)info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/openAccessreponame:Biblioteca Digital de Teses e Dissertações da UNICAPinstname:Universidade Católica de Pernambuco (UNICAP)instacron:UNICAPORIGINALnina_celeste_macario_simoes_silva.pdfapplication/pdf1909483http://tede2.unicap.br:8080/tede/bitstream/tede/72/1/nina_celeste_macario_simoes_silva.pdf6aea96fc0ed64d2a0e30e39d5ce2096fMD51tede/722018-09-24 15:29:10.017oai:tede2.unicap.br:tede/72Biblioteca Digital de Teses e Dissertaçõeshttp://tede2.unicap.br:8080/http://tede2.unicap.br:8080/oai/requestbiblioteca@unicap.br||biblioteca@unicap.bropendoar:46462018-09-24T18:29:10Biblioteca Digital de Teses e Dissertações da UNICAP - Universidade Católica de Pernambuco (UNICAP)false |
dc.title.por.fl_str_mv |
Análise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013) |
title |
Análise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013) |
spellingShingle |
Análise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013) Silva, Nina Celeste Macario Simões da construção civil - normas normas técnicas (engenharia) construção civil - durabilidade dissertações construction - standards technical standards (engineering) construction - durability dissertations CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
title_short |
Análise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013) |
title_full |
Análise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013) |
title_fullStr |
Análise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013) |
title_full_unstemmed |
Análise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013) |
title_sort |
Análise da vida útil estimada das edificações baseada na norma de desempenho (ABNT NBR 15.575:2013) |
author |
Silva, Nina Celeste Macario Simões da |
author_facet |
Silva, Nina Celeste Macario Simões da |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
Oliveira, Romilde Almeida de |
dc.contributor.advisor1ID.fl_str_mv |
CPF:00363820434 |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/9272579827887449 |
dc.contributor.referee1.fl_str_mv |
Oliveira, Joaquim Teodoro Romão de |
dc.contributor.referee1ID.fl_str_mv |
CPF:58959963453 |
dc.contributor.referee1Lattes.fl_str_mv |
http://lattes.cnpq.br/5198199237699879 |
dc.contributor.referee2.fl_str_mv |
Santos, Eder Carlos Guedes dos |
dc.contributor.referee2ID.fl_str_mv |
CPF:00000000882 |
dc.contributor.referee2Lattes.fl_str_mv |
http://lattes.cnpq.br/7017825980724888 |
dc.contributor.authorID.fl_str_mv |
CPF:62459511434 |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/3225696859508477 |
dc.contributor.author.fl_str_mv |
Silva, Nina Celeste Macario Simões da |
contributor_str_mv |
Oliveira, Romilde Almeida de Oliveira, Joaquim Teodoro Romão de Santos, Eder Carlos Guedes dos |
dc.subject.por.fl_str_mv |
construção civil - normas normas técnicas (engenharia) construção civil - durabilidade dissertações |
topic |
construção civil - normas normas técnicas (engenharia) construção civil - durabilidade dissertações construction - standards technical standards (engineering) construction - durability dissertations CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
dc.subject.eng.fl_str_mv |
construction - standards technical standards (engineering) construction - durability dissertations |
dc.subject.cnpq.fl_str_mv |
CNPQ::ENGENHARIAS::ENGENHARIA CIVIL |
description |
Analysis of service life of a building requires the observation of many variables, especially corre-lating to the performance and durability. In this meaning, the NBR 15.575:2013 - Residential Buildings - Performance establishes requirements, criteria and methods assessment for analyz-ing the performance of buildings, and sometimes subsidize designers to determine the design life consistent with the performance level desired by the builder and user. Adding that the calculation of the estimated service life of buildings takes into account the natural aging of the building sys-tems components, but not contemplates of the damage effect caused by the entry into operation and use of the building or absence conservation. Moreover, the NBR 5.674:2012 - Buildings Maintenance - Requirements for the maintenance management system, indicates which systems and services that must go through the maintenance process and in what period, enabling mainte-nance management quality. However, it is not always what happens in the buildings after entry into operation and use. In the survey, we tired so verify the relationship between the predicted service life and the warranty period of the building. The information analyzed were provided by an active construction of Recife, collected in a database from the technical assistance after work eight buildings in the Metropolitan Region of Recife. To measure the percentage difference be-tween the design life and estimated service life, following the intervention of the technical assis-tance after work was used the factors method set out in ISO 15.686:2000 - Building and construc-tion assets - Service life planning and recommended by NBR 15575-1:2013. The frequency of occurrence damage in buildings was analyzed by determining the rates of failure in the buildings. The results show to a reduction of the design life of the order of 20% of the reference service life, from values adopted in the Performance of Brazilian Standard; also point to a concentration of damage in the initial stage of construction, above 50%, which correlate with the conditional prob-ability of failure curve (Bathtub Curve) sorting a high abrupt failure rate, ranking the building at the stage of infant mortality. These results reflect an unplanned variation in performance level proposed for the building. In this context, it is suggested to link the period of the works guarantee to the level of actual performance of the building. The application of reliability concepts allows infer about warranty period of the Building and make comparisons with the requirement of Brazi-lian law enforcement. |
publishDate |
2016 |
dc.date.available.fl_str_mv |
2016-06-20 |
dc.date.issued.fl_str_mv |
2016-02-25 |
dc.date.accessioned.fl_str_mv |
2017-06-01T17:57:36Z |
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info:eu-repo/semantics/publishedVersion |
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masterThesis |
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Universidade Católica de Pernambuco |
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Mestrado em Engenharia Civil |
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