Optimisation of Several Estimating Functions by Multicriterial Analysis of Civil Engineering Structure in Service Stage Monitoring
In order to ensure the safety of engineering structures and especially those with special regimen such as the viaducts requiring careful monitoring of spatial displacements, it is necessary to find an optimal combination of criteria that are evaluated by a multi-criteria analysis to avoid major str...
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Galati University Press
2022-10-01
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Series: | ACROSS |
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Online Access: | https://45.76.37.94/index.php/across/article/view/132 |
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author | Daniel LEPĂDATU Dorina ISOPESCU Ion RUSU Loredana JUDELE Gabriel SANDULACHE |
author_facet | Daniel LEPĂDATU Dorina ISOPESCU Ion RUSU Loredana JUDELE Gabriel SANDULACHE |
author_sort | Daniel LEPĂDATU |
collection | DOAJ |
description |
In order to ensure the safety of engineering structures and especially those with special regimen such as the viaducts requiring careful monitoring of spatial displacements, it is necessary to find an optimal combination of criteria that are evaluated by a multi-criteria analysis to avoid major structural degradation and their effects on of the entire structure that can generate catastrophes with major losses of human lives. In this paper we will present an optimization of the estimation functions of the evaluation criteria behaviour for the time monitoring of an engineering structure. In this paper, we are analysing a structure that has 50 years and that has a vital significance for Galati city from Romania. It is a 1.3 km-long viaduct structure connecting the city of Galati with ArcelorMittal steel company. The current legislation requires a plan for permanent monitoring of displacement in order to avoid accidents that can lead to loss of human life. Thus, we will quantify and discuss the effects of the different evaluation criteria behaviour and we will choose those that maximize the user's chances of responding without departing from those values that keep their study credible. In order to obtain the results of the multicriteria analysis, three monitoring cycles with three types of instruments on more than 30 tracking points were designed and performed.
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format | Article |
id | doaj.art-1fc4e2e0905e4e0bb1925e8f4059d599 |
institution | Directory Open Access Journal |
issn | 2602-1463 |
language | English |
last_indexed | 2024-04-12T09:34:12Z |
publishDate | 2022-10-01 |
publisher | Galati University Press |
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spelling | doaj.art-1fc4e2e0905e4e0bb1925e8f4059d5992022-12-22T03:38:16ZengGalati University PressACROSS2602-14632022-10-0162Optimisation of Several Estimating Functions by Multicriterial Analysis of Civil Engineering Structure in Service Stage MonitoringDaniel LEPĂDATU0Dorina ISOPESCU1Ion RUSU2Loredana JUDELE3Gabriel SANDULACHE4Technical University Gheorghe Asachi of Iasi, Iasi, RomaniaTechnical University Gheorghe Asachi of Iasi, Iasi, Romania2Technical University of Moldova, Chisinau, MDTechnical University Gheorghe Asachi of Iasi, Iasi, RomaniaTechnical University Gheorghe Asachi of Iasi, Iasi, Romania In order to ensure the safety of engineering structures and especially those with special regimen such as the viaducts requiring careful monitoring of spatial displacements, it is necessary to find an optimal combination of criteria that are evaluated by a multi-criteria analysis to avoid major structural degradation and their effects on of the entire structure that can generate catastrophes with major losses of human lives. In this paper we will present an optimization of the estimation functions of the evaluation criteria behaviour for the time monitoring of an engineering structure. In this paper, we are analysing a structure that has 50 years and that has a vital significance for Galati city from Romania. It is a 1.3 km-long viaduct structure connecting the city of Galati with ArcelorMittal steel company. The current legislation requires a plan for permanent monitoring of displacement in order to avoid accidents that can lead to loss of human life. Thus, we will quantify and discuss the effects of the different evaluation criteria behaviour and we will choose those that maximize the user's chances of responding without departing from those values that keep their study credible. In order to obtain the results of the multicriteria analysis, three monitoring cycles with three types of instruments on more than 30 tracking points were designed and performed. https://45.76.37.94/index.php/across/article/view/132service stage monitoringstructural securitymulticriterial analysesoptimisationcivil engineering |
spellingShingle | Daniel LEPĂDATU Dorina ISOPESCU Ion RUSU Loredana JUDELE Gabriel SANDULACHE Optimisation of Several Estimating Functions by Multicriterial Analysis of Civil Engineering Structure in Service Stage Monitoring ACROSS service stage monitoring structural security multicriterial analyses optimisation civil engineering |
title | Optimisation of Several Estimating Functions by Multicriterial Analysis of Civil Engineering Structure in Service Stage Monitoring |
title_full | Optimisation of Several Estimating Functions by Multicriterial Analysis of Civil Engineering Structure in Service Stage Monitoring |
title_fullStr | Optimisation of Several Estimating Functions by Multicriterial Analysis of Civil Engineering Structure in Service Stage Monitoring |
title_full_unstemmed | Optimisation of Several Estimating Functions by Multicriterial Analysis of Civil Engineering Structure in Service Stage Monitoring |
title_short | Optimisation of Several Estimating Functions by Multicriterial Analysis of Civil Engineering Structure in Service Stage Monitoring |
title_sort | optimisation of several estimating functions by multicriterial analysis of civil engineering structure in service stage monitoring |
topic | service stage monitoring structural security multicriterial analyses optimisation civil engineering |
url | https://45.76.37.94/index.php/across/article/view/132 |
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