Journal article 966 views 421 downloads
Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain)
Engineering Structures, Volume: 202, Start page: 109843
Swansea University Author: Michael Friswell
-
PDF | Accepted Manuscript
©2019 All rights reserved. All article content, except where otherwise noted, is licensed under a Creative Commons Attribution Non-Commercial No Derivatives License (CC-BY-NC-ND)
Download (11.91MB)
DOI (Published version): 10.1016/j.engstruct.2019.109843
Abstract
In recent years, Structural Health Monitoring (SHM) based on Operational Modal Analysis (OMA) and damage detection tools has become a popular non-destructive solution to assess the real-time integrity of any kind of structure. This technique is especially well-suited for the condition-based conserva...
Published in: | Engineering Structures |
---|---|
ISSN: | 0141-0296 |
Published: |
Elsevier BV
2020
|
Online Access: |
Check full text
|
URI: | https://cronfa.swan.ac.uk/Record/cronfa52769 |
first_indexed |
2019-11-18T19:14:57Z |
---|---|
last_indexed |
2020-11-20T04:07:54Z |
id |
cronfa52769 |
recordtype |
SURis |
fullrecord |
<?xml version="1.0"?><rfc1807><datestamp>2020-11-19T12:53:56.4791570</datestamp><bib-version>v2</bib-version><id>52769</id><entry>2019-11-18</entry><title>Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain)</title><swanseaauthors><author><sid>5894777b8f9c6e64bde3568d68078d40</sid><firstname>Michael</firstname><surname>Friswell</surname><name>Michael Friswell</name><active>true</active><ethesisStudent>false</ethesisStudent></author></swanseaauthors><date>2019-11-18</date><abstract>In recent years, Structural Health Monitoring (SHM) based on Operational Modal Analysis (OMA) and damage detection tools has become a popular non-destructive solution to assess the real-time integrity of any kind of structure. This technique is especially well-suited for the condition-based conservation of historical structures, where minimal invasiveness must be ensured owing to their high cultural and architectural value. Optimal Sensor Placement (OSP) techniques represent a valuable tool for efficiently designing the sensor layout in a SHM system in order to achieve an effective modal identification with a reduced number of sensors and, consequently, an improved cost efficiency. In this light, this paper proposes a design methodology of sensor networks based on OSP techniques suitable for historical structures. To do so, a preliminary extensive OMA campaign is conducted in order to construct a reliable finite element (FE) model by fitting the identified modal properties. Afterwards, an optimal sensor arrangement with a limited number of sensors is obtained by applying different model-based OSP techniques. In order to improve the robustness of the solution, material uncertainties are included in the model and the optimal sensor placement is conducted within a statistical framework. This methodology is presented and evaluated with a case study of a Spanish secular building: the Monastery of San Jerónimo de Buenavista in Seville (Spain). In particular, this paper presents the results of the preliminary ambient vibration test and the modal identification of the monastery, the updating process of the FE model, as well as a critical review of the different OSP techniques within a framework of material parameter uncertainty. The presented analysis demonstrate that OSP techniques based on the rank optimization of the kinetic energy matrix of the structure yield robust sensor layout.</abstract><type>Journal Article</type><journal>Engineering Structures</journal><volume>202</volume><journalNumber/><paginationStart>109843</paginationStart><paginationEnd/><publisher>Elsevier BV</publisher><placeOfPublication/><isbnPrint/><isbnElectronic/><issnPrint>0141-0296</issnPrint><issnElectronic/><keywords>Historical building, Uncertainty analysis, Operational modal analysis, Non-destructive test, Ambient vibration test</keywords><publishedDay>1</publishedDay><publishedMonth>1</publishedMonth><publishedYear>2020</publishedYear><publishedDate>2020-01-01</publishedDate><doi>10.1016/j.engstruct.2019.109843</doi><url/><notes/><college>COLLEGE NANME</college><CollegeCode>COLLEGE CODE</CollegeCode><institution>Swansea University</institution><apcterm/><lastEdited>2020-11-19T12:53:56.4791570</lastEdited><Created>2019-11-18T12:09:02.7015105</Created><path><level id="1">Faculty of Science and Engineering</level><level id="2">School of Engineering and Applied Sciences - Uncategorised</level></path><authors><author><firstname>Pablo</firstname><surname>Pachón</surname><order>1</order></author><author><firstname>María</firstname><surname>Infantes</surname><order>2</order></author><author><firstname>Margarita</firstname><surname>Cámara</surname><order>3</order></author><author><firstname>Víctor</firstname><surname>Compán</surname><order>4</order></author><author><firstname>Enrique</firstname><surname>García-Macías</surname><order>5</order></author><author><firstname>Michael</firstname><surname>Friswell</surname><order>6</order></author><author><firstname>Rafael</firstname><surname>Castro-Triguero</surname><order>7</order></author></authors><documents><document><filename>52769__15929__b5d8e9262f434fad8e5d792ddc84a1e0.pdf</filename><originalFilename>pachon2019.pdf</originalFilename><uploaded>2019-11-21T10:08:00.8342781</uploaded><type>Output</type><contentLength>12492023</contentLength><contentType>application/pdf</contentType><version>Accepted Manuscript</version><cronfaStatus>true</cronfaStatus><embargoDate>2020-11-09T00:00:00.0000000</embargoDate><documentNotes>©2019 All rights reserved. All article content, except where otherwise noted, is licensed under a Creative Commons Attribution Non-Commercial No Derivatives License (CC-BY-NC-ND)</documentNotes><copyrightCorrect>true</copyrightCorrect><language>eng</language><licence>http://creativecommons.org/licenses/by-nc-nd/4.0/</licence></document></documents><OutputDurs/></rfc1807> |
spelling |
2020-11-19T12:53:56.4791570 v2 52769 2019-11-18 Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) 5894777b8f9c6e64bde3568d68078d40 Michael Friswell Michael Friswell true false 2019-11-18 In recent years, Structural Health Monitoring (SHM) based on Operational Modal Analysis (OMA) and damage detection tools has become a popular non-destructive solution to assess the real-time integrity of any kind of structure. This technique is especially well-suited for the condition-based conservation of historical structures, where minimal invasiveness must be ensured owing to their high cultural and architectural value. Optimal Sensor Placement (OSP) techniques represent a valuable tool for efficiently designing the sensor layout in a SHM system in order to achieve an effective modal identification with a reduced number of sensors and, consequently, an improved cost efficiency. In this light, this paper proposes a design methodology of sensor networks based on OSP techniques suitable for historical structures. To do so, a preliminary extensive OMA campaign is conducted in order to construct a reliable finite element (FE) model by fitting the identified modal properties. Afterwards, an optimal sensor arrangement with a limited number of sensors is obtained by applying different model-based OSP techniques. In order to improve the robustness of the solution, material uncertainties are included in the model and the optimal sensor placement is conducted within a statistical framework. This methodology is presented and evaluated with a case study of a Spanish secular building: the Monastery of San Jerónimo de Buenavista in Seville (Spain). In particular, this paper presents the results of the preliminary ambient vibration test and the modal identification of the monastery, the updating process of the FE model, as well as a critical review of the different OSP techniques within a framework of material parameter uncertainty. The presented analysis demonstrate that OSP techniques based on the rank optimization of the kinetic energy matrix of the structure yield robust sensor layout. Journal Article Engineering Structures 202 109843 Elsevier BV 0141-0296 Historical building, Uncertainty analysis, Operational modal analysis, Non-destructive test, Ambient vibration test 1 1 2020 2020-01-01 10.1016/j.engstruct.2019.109843 COLLEGE NANME COLLEGE CODE Swansea University 2020-11-19T12:53:56.4791570 2019-11-18T12:09:02.7015105 Faculty of Science and Engineering School of Engineering and Applied Sciences - Uncategorised Pablo Pachón 1 María Infantes 2 Margarita Cámara 3 Víctor Compán 4 Enrique García-Macías 5 Michael Friswell 6 Rafael Castro-Triguero 7 52769__15929__b5d8e9262f434fad8e5d792ddc84a1e0.pdf pachon2019.pdf 2019-11-21T10:08:00.8342781 Output 12492023 application/pdf Accepted Manuscript true 2020-11-09T00:00:00.0000000 ©2019 All rights reserved. All article content, except where otherwise noted, is licensed under a Creative Commons Attribution Non-Commercial No Derivatives License (CC-BY-NC-ND) true eng http://creativecommons.org/licenses/by-nc-nd/4.0/ |
title |
Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) |
spellingShingle |
Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) Michael Friswell |
title_short |
Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) |
title_full |
Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) |
title_fullStr |
Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) |
title_full_unstemmed |
Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) |
title_sort |
Evaluation of optimal sensor placement algorithms for the Structural Health Monitoring of architectural heritage. Application to the Monastery of San Jerónimo de Buenavista (Seville, Spain) |
author_id_str_mv |
5894777b8f9c6e64bde3568d68078d40 |
author_id_fullname_str_mv |
5894777b8f9c6e64bde3568d68078d40_***_Michael Friswell |
author |
Michael Friswell |
author2 |
Pablo Pachón María Infantes Margarita Cámara Víctor Compán Enrique García-Macías Michael Friswell Rafael Castro-Triguero |
format |
Journal article |
container_title |
Engineering Structures |
container_volume |
202 |
container_start_page |
109843 |
publishDate |
2020 |
institution |
Swansea University |
issn |
0141-0296 |
doi_str_mv |
10.1016/j.engstruct.2019.109843 |
publisher |
Elsevier BV |
college_str |
Faculty of Science and Engineering |
hierarchytype |
|
hierarchy_top_id |
facultyofscienceandengineering |
hierarchy_top_title |
Faculty of Science and Engineering |
hierarchy_parent_id |
facultyofscienceandengineering |
hierarchy_parent_title |
Faculty of Science and Engineering |
department_str |
School of Engineering and Applied Sciences - Uncategorised{{{_:::_}}}Faculty of Science and Engineering{{{_:::_}}}School of Engineering and Applied Sciences - Uncategorised |
document_store_str |
1 |
active_str |
0 |
description |
In recent years, Structural Health Monitoring (SHM) based on Operational Modal Analysis (OMA) and damage detection tools has become a popular non-destructive solution to assess the real-time integrity of any kind of structure. This technique is especially well-suited for the condition-based conservation of historical structures, where minimal invasiveness must be ensured owing to their high cultural and architectural value. Optimal Sensor Placement (OSP) techniques represent a valuable tool for efficiently designing the sensor layout in a SHM system in order to achieve an effective modal identification with a reduced number of sensors and, consequently, an improved cost efficiency. In this light, this paper proposes a design methodology of sensor networks based on OSP techniques suitable for historical structures. To do so, a preliminary extensive OMA campaign is conducted in order to construct a reliable finite element (FE) model by fitting the identified modal properties. Afterwards, an optimal sensor arrangement with a limited number of sensors is obtained by applying different model-based OSP techniques. In order to improve the robustness of the solution, material uncertainties are included in the model and the optimal sensor placement is conducted within a statistical framework. This methodology is presented and evaluated with a case study of a Spanish secular building: the Monastery of San Jerónimo de Buenavista in Seville (Spain). In particular, this paper presents the results of the preliminary ambient vibration test and the modal identification of the monastery, the updating process of the FE model, as well as a critical review of the different OSP techniques within a framework of material parameter uncertainty. The presented analysis demonstrate that OSP techniques based on the rank optimization of the kinetic energy matrix of the structure yield robust sensor layout. |
published_date |
2020-01-01T02:14:14Z |
_version_ |
1821460454904430592 |
score |
11.064692 |