Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert system
Autor(a) principal: | |
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Data de Publicação: | 2021 |
Outros Autores: | , , , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Research, Society and Development |
Texto Completo: | https://rsdjournal.org/index.php/rsd/article/view/16846 |
Resumo: | Since the expansion of the highway system in Brazil in the 1930s, there has been a scenario with numerous road works in different conditions of use and safety. This fact is worrying due to the lack of adequate monitoring in OAEs (Special Works of Art) and by whom in fact these structures must be monitored. These structures are subject to the actions of static and dynamic forces, which can cause displacements and / or deformations that are characterized by their amplitude, direction and temporal behavior. There are also deterioration processes, whether due to wear and tear or natural stresses, leading to the weakening of the structure. The incorporation of inspection and monitoring methods in the structural behavior in OAEs is increasing due to the high cost of recovery of these works. However, it is necessary to have a continuous or periodic monitoring plan, according to the permissible quantities of each structure. The technology of GNSS (Global Navigation Satellite Systems) through the methodology of survey RTK (Real Time Kinematic), was able to offer support in real time in the control of structural deformations. In this context, SiGE (Structural Management System) was developed for monitoring and issuing alerts about events previously determined by the system operator. By obtaining this data in real time, it is possible to evaluate the safety of the structure in service, monitor the structure continuously and safely and improve future projects with the definition of maximum structural displacements. |
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Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert systemMonitoreo estructural en obras viales mediante la técnica RTK / NTRIP: Análisis de datos, desarrollo e implementación de un sistema de alerta posicionalMonitoramento estrutural em obras viárias utilizando a técnica RTK/NTRIP: Análise dos dados, desenvolvimento e implementação de um sistema de alerta posicionalTransporteEstructuraOAEGNSSSiGE.TransportStructureOAEsGNSSSiGE.TransportesEstruturaOAEsGNSSSiGE.Since the expansion of the highway system in Brazil in the 1930s, there has been a scenario with numerous road works in different conditions of use and safety. This fact is worrying due to the lack of adequate monitoring in OAEs (Special Works of Art) and by whom in fact these structures must be monitored. These structures are subject to the actions of static and dynamic forces, which can cause displacements and / or deformations that are characterized by their amplitude, direction and temporal behavior. There are also deterioration processes, whether due to wear and tear or natural stresses, leading to the weakening of the structure. The incorporation of inspection and monitoring methods in the structural behavior in OAEs is increasing due to the high cost of recovery of these works. However, it is necessary to have a continuous or periodic monitoring plan, according to the permissible quantities of each structure. The technology of GNSS (Global Navigation Satellite Systems) through the methodology of survey RTK (Real Time Kinematic), was able to offer support in real time in the control of structural deformations. In this context, SiGE (Structural Management System) was developed for monitoring and issuing alerts about events previously determined by the system operator. By obtaining this data in real time, it is possible to evaluate the safety of the structure in service, monitor the structure continuously and safely and improve future projects with the definition of maximum structural displacements.Desde la expansión del sistema vial en Brasil en la década de 1930, ha existido un escenario con numerosas obras viales en diferentes condiciones de uso y seguridad. Este hecho es preocupante debido a la falta de un seguimiento adecuado en las OAEs (Obras de Arte Especiales) y por quién de hecho estas estructuras deben ser monitoreadas. Estas estructuras están sujetas a la acción de fuerzas estáticas y dinámicas, que pueden provocar desplazamientos y / o deformaciones que se caracterizan por su amplitud, dirección y comportamiento temporal. También existen procesos de deterioro, ya sea por desgaste o por tensiones naturales, que conducen al debilitamiento de la estructura. La incorporación de métodos de inspección y seguimiento en el comportamiento estructural en OAEs está aumentando debido al alto costo de recuperación de estas obras. Sin embargo, es necesario contar con un plan de seguimiento continuo o periódico, de acuerdo con las cantidades permisibles de cada estructura. La tecnología de GNSS (Global Navigation Satellite Systems) a través de la metodología de levantamiento RTK (Real Time Kinematic), fue capaz de ofrecer soporte en tiempo real en el control de deformaciones estructurales. En este contexto, se desarrolló SiGE (Structural Management System) para monitorear y emitir alertas sobre eventos previamente determinados por el operador del sistema. Al obtener estos datos en tiempo real, es posible evaluar la seguridad de la estructura en servicio, monitorear la estructura de manera continua y segura y mejorar los proyectos futuros con la definición de los desplazamientos estructurales máximos.Desde a ampliação do sistema rodoviário no Brasil na década de 1930, tem-se um cenário com inúmeras obras viárias em diferentes condições de uso e segurança. Tal fato é preocupante devido à falta de monitoramento adequado em OAEs (Obras de Arte Especiais) e por quem de fato estas estruturas devem ser monitoradas. Estas estruturas estão sujeitas às ações de forças estáticas e dinâmicas, podendo causar deslocamentos e/ou deformações que se caracterizam por sua amplitude, direção e comportamento temporal. Há também processos de deteriorações, sejam por desgaste ao uso ou por solicitações naturais, levando-se ao enfraquecimento da estrutura. A incorporação de métodos de inspeção e monitoramento no comportamento estrutural em OAEs torna-se crescente devido ao alto custo de recuperação destas obras. Contudo, é necessário que haja um plano de monitoramento contínuo ou periódico, de acordo com as grandezas admissíveis de cada estrutura. A tecnologia dos GNSS (Global Navigation Satellite Systems) por meio da metodologia de levantamento RTK (Real Time Kinematic), mostrou-se capaz de oferecer suporte em tempo real no controle de deformações estruturais. Neste contexto, foi desenvolvido o SiGE (Sistema de Gerenciamento Estrutural) para monitoramento e emissão de alertas acerca de eventos previamente determinados pelo operador do sistema. Com a obtenção destes dados em tempo real, é possível avaliar a segurança da estrutura em serviço, monitorar a estrutura de forma contínua e segura e aprimorar projetos futuros com a definição de deslocamentos estruturais máximos.Research, Society and Development2021-07-04info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/1684610.33448/rsd-v10i8.16846Research, Society and Development; Vol. 10 No. 8; e3410816846Research, Society and Development; Vol. 10 Núm. 8; e3410816846Research, Society and Development; v. 10 n. 8; e34108168462525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIporhttps://rsdjournal.org/index.php/rsd/article/view/16846/15180Copyright (c) 2021 Fabiane de Fátima Maciel; Herida dos Reis Silva; Fábio Luiz Albarici; Luciano Aparecido Barbosa; Jorge Luiz Alves Trabancohttps://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessMaciel, Fabiane de Fátima Silva, Herida dos Reis Albarici, Fábio Luiz Barbosa, Luciano Aparecido Trabanco, Jorge Luiz Alves 2021-08-21T18:46:59Zoai:ojs.pkp.sfu.ca:article/16846Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:37:17.540332Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false |
dc.title.none.fl_str_mv |
Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert system Monitoreo estructural en obras viales mediante la técnica RTK / NTRIP: Análisis de datos, desarrollo e implementación de un sistema de alerta posicional Monitoramento estrutural em obras viárias utilizando a técnica RTK/NTRIP: Análise dos dados, desenvolvimento e implementação de um sistema de alerta posicional |
title |
Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert system |
spellingShingle |
Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert system Maciel, Fabiane de Fátima Transporte Estructura OAE GNSS SiGE. Transport Structure OAEs GNSS SiGE. Transportes Estrutura OAEs GNSS SiGE. |
title_short |
Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert system |
title_full |
Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert system |
title_fullStr |
Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert system |
title_full_unstemmed |
Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert system |
title_sort |
Structural monitoring in road works using the RTK / NTRIP technique: Data analysis, development and implementation of a positional alert system |
author |
Maciel, Fabiane de Fátima |
author_facet |
Maciel, Fabiane de Fátima Silva, Herida dos Reis Albarici, Fábio Luiz Barbosa, Luciano Aparecido Trabanco, Jorge Luiz Alves |
author_role |
author |
author2 |
Silva, Herida dos Reis Albarici, Fábio Luiz Barbosa, Luciano Aparecido Trabanco, Jorge Luiz Alves |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Maciel, Fabiane de Fátima Silva, Herida dos Reis Albarici, Fábio Luiz Barbosa, Luciano Aparecido Trabanco, Jorge Luiz Alves |
dc.subject.por.fl_str_mv |
Transporte Estructura OAE GNSS SiGE. Transport Structure OAEs GNSS SiGE. Transportes Estrutura OAEs GNSS SiGE. |
topic |
Transporte Estructura OAE GNSS SiGE. Transport Structure OAEs GNSS SiGE. Transportes Estrutura OAEs GNSS SiGE. |
description |
Since the expansion of the highway system in Brazil in the 1930s, there has been a scenario with numerous road works in different conditions of use and safety. This fact is worrying due to the lack of adequate monitoring in OAEs (Special Works of Art) and by whom in fact these structures must be monitored. These structures are subject to the actions of static and dynamic forces, which can cause displacements and / or deformations that are characterized by their amplitude, direction and temporal behavior. There are also deterioration processes, whether due to wear and tear or natural stresses, leading to the weakening of the structure. The incorporation of inspection and monitoring methods in the structural behavior in OAEs is increasing due to the high cost of recovery of these works. However, it is necessary to have a continuous or periodic monitoring plan, according to the permissible quantities of each structure. The technology of GNSS (Global Navigation Satellite Systems) through the methodology of survey RTK (Real Time Kinematic), was able to offer support in real time in the control of structural deformations. In this context, SiGE (Structural Management System) was developed for monitoring and issuing alerts about events previously determined by the system operator. By obtaining this data in real time, it is possible to evaluate the safety of the structure in service, monitor the structure continuously and safely and improve future projects with the definition of maximum structural displacements. |
publishDate |
2021 |
dc.date.none.fl_str_mv |
2021-07-04 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/16846 10.33448/rsd-v10i8.16846 |
url |
https://rsdjournal.org/index.php/rsd/article/view/16846 |
identifier_str_mv |
10.33448/rsd-v10i8.16846 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/16846/15180 |
dc.rights.driver.fl_str_mv |
https://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by/4.0 |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Research, Society and Development |
publisher.none.fl_str_mv |
Research, Society and Development |
dc.source.none.fl_str_mv |
Research, Society and Development; Vol. 10 No. 8; e3410816846 Research, Society and Development; Vol. 10 Núm. 8; e3410816846 Research, Society and Development; v. 10 n. 8; e3410816846 2525-3409 reponame:Research, Society and Development instname:Universidade Federal de Itajubá (UNIFEI) instacron:UNIFEI |
instname_str |
Universidade Federal de Itajubá (UNIFEI) |
instacron_str |
UNIFEI |
institution |
UNIFEI |
reponame_str |
Research, Society and Development |
collection |
Research, Society and Development |
repository.name.fl_str_mv |
Research, Society and Development - Universidade Federal de Itajubá (UNIFEI) |
repository.mail.fl_str_mv |
rsd.articles@gmail.com |
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1797052681006612480 |