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A Deformed Shape Monitoring Model for Building Structures Based on a 2D Laser Scanner
High-rise buildings subjected to lateral loads such as wind and earthquake loads must be checked not to exceed the limits on the maximum lateral displacement or the maximum inter-story drift ratios. In this paper, a sensing model for deformed shapes of a building structure in motion is presented. Th...
Autores principales: | , , , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
Molecular Diversity Preservation International (MDPI)
2013
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3690079/ https://www.ncbi.nlm.nih.gov/pubmed/23698269 http://dx.doi.org/10.3390/s130506746 |
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author | Choi, Se Woon Kim, Bub Ryur Lee, Hong Min Kim, Yousok Park, Hyo Seon |
author_facet | Choi, Se Woon Kim, Bub Ryur Lee, Hong Min Kim, Yousok Park, Hyo Seon |
author_sort | Choi, Se Woon |
collection | PubMed |
description | High-rise buildings subjected to lateral loads such as wind and earthquake loads must be checked not to exceed the limits on the maximum lateral displacement or the maximum inter-story drift ratios. In this paper, a sensing model for deformed shapes of a building structure in motion is presented. The deformed shape sensing model based on a 2D scanner consists of five modules: (1) module for acquiring coordinate information of a point in a building; (2) module for coordinate transformation and data arrangement for generation of time history of the point; (3) module for smoothing by adjacent averaging technique; (4) module for generation of the displacement history for each story and deformed shape of a building, and (5) module for evaluation of the serviceability of a building. The feasibility of the sensing model based on a 2D laser scanner is tested through free vibration tests of a three-story steel frame structure with a relatively high slenderness ratio of 5.0. Free vibration responses measured from both laser displacement sensors and a 2D laser scanner are compared. In the experimentation, the deformed shapes were obtained from three different methods: the model based on the 2D laser scanner, the direct measurement based on laser displacement sensors, and the numerical method using acceleration data and the displacements from GPS. As a result, it is confirmed that the deformed shape measurement model based on a 2D laser scanner can be a promising alternative for high-rise buildings where installation of laser displacement sensors is impossible. |
format | Online Article Text |
id | pubmed-3690079 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2013 |
publisher | Molecular Diversity Preservation International (MDPI) |
record_format | MEDLINE/PubMed |
spelling | pubmed-36900792013-07-09 A Deformed Shape Monitoring Model for Building Structures Based on a 2D Laser Scanner Choi, Se Woon Kim, Bub Ryur Lee, Hong Min Kim, Yousok Park, Hyo Seon Sensors (Basel) Article High-rise buildings subjected to lateral loads such as wind and earthquake loads must be checked not to exceed the limits on the maximum lateral displacement or the maximum inter-story drift ratios. In this paper, a sensing model for deformed shapes of a building structure in motion is presented. The deformed shape sensing model based on a 2D scanner consists of five modules: (1) module for acquiring coordinate information of a point in a building; (2) module for coordinate transformation and data arrangement for generation of time history of the point; (3) module for smoothing by adjacent averaging technique; (4) module for generation of the displacement history for each story and deformed shape of a building, and (5) module for evaluation of the serviceability of a building. The feasibility of the sensing model based on a 2D laser scanner is tested through free vibration tests of a three-story steel frame structure with a relatively high slenderness ratio of 5.0. Free vibration responses measured from both laser displacement sensors and a 2D laser scanner are compared. In the experimentation, the deformed shapes were obtained from three different methods: the model based on the 2D laser scanner, the direct measurement based on laser displacement sensors, and the numerical method using acceleration data and the displacements from GPS. As a result, it is confirmed that the deformed shape measurement model based on a 2D laser scanner can be a promising alternative for high-rise buildings where installation of laser displacement sensors is impossible. Molecular Diversity Preservation International (MDPI) 2013-05-21 /pmc/articles/PMC3690079/ /pubmed/23698269 http://dx.doi.org/10.3390/s130506746 Text en © 2013 by the authors; licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution license (http://creativecommons.org/licenses/by/3.0/ |
spellingShingle | Article Choi, Se Woon Kim, Bub Ryur Lee, Hong Min Kim, Yousok Park, Hyo Seon A Deformed Shape Monitoring Model for Building Structures Based on a 2D Laser Scanner |
title | A Deformed Shape Monitoring Model for Building Structures Based on a 2D Laser Scanner |
title_full | A Deformed Shape Monitoring Model for Building Structures Based on a 2D Laser Scanner |
title_fullStr | A Deformed Shape Monitoring Model for Building Structures Based on a 2D Laser Scanner |
title_full_unstemmed | A Deformed Shape Monitoring Model for Building Structures Based on a 2D Laser Scanner |
title_short | A Deformed Shape Monitoring Model for Building Structures Based on a 2D Laser Scanner |
title_sort | deformed shape monitoring model for building structures based on a 2d laser scanner |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3690079/ https://www.ncbi.nlm.nih.gov/pubmed/23698269 http://dx.doi.org/10.3390/s130506746 |
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