Vibration-Based Damage Evaluation of a Reinforced Concrete Frame Subjected to Cyclic Pushover Testing
This research investigated the changes in vibration characteristics of a simple reinforced concrete (RC) frame subjected to incremental cyclic pushover testing as a basis for detection, quantification, and localization of damage in RC frames using vibration data obtained before and after a seismic e...
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Hindawi Limited
2021-01-01
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Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2021/6666702 |
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doaj-41d9381ba1fb4ebbafd137019efd8de92021-02-15T12:52:46ZengHindawi LimitedShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/66667026666702Vibration-Based Damage Evaluation of a Reinforced Concrete Frame Subjected to Cyclic Pushover TestingBurcu Gunes0Oguz Gunes1Civil Engineering Department, Istanbul Technical University, Istanbul, TurkeyCivil Engineering Department, Istanbul Technical University, Istanbul, TurkeyThis research investigated the changes in vibration characteristics of a simple reinforced concrete (RC) frame subjected to incremental cyclic pushover testing as a basis for detection, quantification, and localization of damage in RC frames using vibration data obtained before and after a seismic event. A half-scale one-story one-bay plane frame was subjected to progressive damage through cyclic lateral loading to incrementally increasing drift ratios. Ambient and impact vibration tests were performed at each increment of drift ratio, and modal analyses of the acceleration responses obtained at seven locations on the frame were carried out with the acceleration responses measured at seven different locations on the frame to track changes in the dynamic characteristics. Linear degradation of the lowest two vibration frequencies was identified with increasing drift ratio, which was regarded as a promising result towards detection and quantification of damage. For localization, a flexibility-based damage localization procedure, the damage locating vector (DLV) approach, was explored. Localization results mostly agreed with the observed damage, and the approach was found to have potential for use in prioritizing the suspected damage locations in the structure for detailed inspections.http://dx.doi.org/10.1155/2021/6666702 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Burcu Gunes Oguz Gunes |
spellingShingle |
Burcu Gunes Oguz Gunes Vibration-Based Damage Evaluation of a Reinforced Concrete Frame Subjected to Cyclic Pushover Testing Shock and Vibration |
author_facet |
Burcu Gunes Oguz Gunes |
author_sort |
Burcu Gunes |
title |
Vibration-Based Damage Evaluation of a Reinforced Concrete Frame Subjected to Cyclic Pushover Testing |
title_short |
Vibration-Based Damage Evaluation of a Reinforced Concrete Frame Subjected to Cyclic Pushover Testing |
title_full |
Vibration-Based Damage Evaluation of a Reinforced Concrete Frame Subjected to Cyclic Pushover Testing |
title_fullStr |
Vibration-Based Damage Evaluation of a Reinforced Concrete Frame Subjected to Cyclic Pushover Testing |
title_full_unstemmed |
Vibration-Based Damage Evaluation of a Reinforced Concrete Frame Subjected to Cyclic Pushover Testing |
title_sort |
vibration-based damage evaluation of a reinforced concrete frame subjected to cyclic pushover testing |
publisher |
Hindawi Limited |
series |
Shock and Vibration |
issn |
1070-9622 1875-9203 |
publishDate |
2021-01-01 |
description |
This research investigated the changes in vibration characteristics of a simple reinforced concrete (RC) frame subjected to incremental cyclic pushover testing as a basis for detection, quantification, and localization of damage in RC frames using vibration data obtained before and after a seismic event. A half-scale one-story one-bay plane frame was subjected to progressive damage through cyclic lateral loading to incrementally increasing drift ratios. Ambient and impact vibration tests were performed at each increment of drift ratio, and modal analyses of the acceleration responses obtained at seven locations on the frame were carried out with the acceleration responses measured at seven different locations on the frame to track changes in the dynamic characteristics. Linear degradation of the lowest two vibration frequencies was identified with increasing drift ratio, which was regarded as a promising result towards detection and quantification of damage. For localization, a flexibility-based damage localization procedure, the damage locating vector (DLV) approach, was explored. Localization results mostly agreed with the observed damage, and the approach was found to have potential for use in prioritizing the suspected damage locations in the structure for detailed inspections. |
url |
http://dx.doi.org/10.1155/2021/6666702 |
work_keys_str_mv |
AT burcugunes vibrationbaseddamageevaluationofareinforcedconcreteframesubjectedtocyclicpushovertesting AT oguzgunes vibrationbaseddamageevaluationofareinforcedconcreteframesubjectedtocyclicpushovertesting |
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