Damage Detection in Different Types of 3D Asymmetric Buildings Using Vibration Characteristics

This paper treats the vibration characteristics of three different types of asymmetric buildings and investigates the feasibility of applying an innovative vibration-based multicriteria approach-based damage index (MCA-DI) technique to detect the damage. This technique combines a modified form of th...

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Main Authors: Yi Wang, Ziru Xiang, Zhenyuan Gu, Chenhui Zhu, Wangping Qian
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/6004283
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spelling doaj-13d2d4cfaefa465aba6ce868a454d7d02021-10-04T01:57:36ZengHindawi LimitedShock and Vibration1875-92032021-01-01202110.1155/2021/6004283Damage Detection in Different Types of 3D Asymmetric Buildings Using Vibration CharacteristicsYi Wang0Ziru Xiang1Zhenyuan Gu2Chenhui Zhu3Wangping Qian4School of Transportation and Civil EngineeringSchool of Transportation and Civil EngineeringSchool of Transportation and Civil EngineeringSchool of Transportation and Civil EngineeringSchool of Transportation and Civil EngineeringThis paper treats the vibration characteristics of three different types of asymmetric buildings and investigates the feasibility of applying an innovative vibration-based multicriteria approach-based damage index (MCA-DI) technique to detect the damage. This technique combines a modified form of the traditional modal strain energy method (MSEM) developed by decomposing the mode shapes into lateral and vertical components together with a modified form of the modal flexibility method to define a new damage indicator. Lastly, the dynamic behavior of three asymmetric building instances, including a 10-storey L-shaped structure, a 10-storey setback structure, and a 6-storey reinforced concrete structure with an unsymmetrical distribution of columns, was studied under five different damage scenarios. The results showed that despite different vibration characteristics of these three asymmetric buildings, the proposed method was able to accurately and effectively locate all damages and eliminate the confusion when more than one index is simultaneously used by using only the first a few modes.http://dx.doi.org/10.1155/2021/6004283
collection DOAJ
language English
format Article
sources DOAJ
author Yi Wang
Ziru Xiang
Zhenyuan Gu
Chenhui Zhu
Wangping Qian
spellingShingle Yi Wang
Ziru Xiang
Zhenyuan Gu
Chenhui Zhu
Wangping Qian
Damage Detection in Different Types of 3D Asymmetric Buildings Using Vibration Characteristics
Shock and Vibration
author_facet Yi Wang
Ziru Xiang
Zhenyuan Gu
Chenhui Zhu
Wangping Qian
author_sort Yi Wang
title Damage Detection in Different Types of 3D Asymmetric Buildings Using Vibration Characteristics
title_short Damage Detection in Different Types of 3D Asymmetric Buildings Using Vibration Characteristics
title_full Damage Detection in Different Types of 3D Asymmetric Buildings Using Vibration Characteristics
title_fullStr Damage Detection in Different Types of 3D Asymmetric Buildings Using Vibration Characteristics
title_full_unstemmed Damage Detection in Different Types of 3D Asymmetric Buildings Using Vibration Characteristics
title_sort damage detection in different types of 3d asymmetric buildings using vibration characteristics
publisher Hindawi Limited
series Shock and Vibration
issn 1875-9203
publishDate 2021-01-01
description This paper treats the vibration characteristics of three different types of asymmetric buildings and investigates the feasibility of applying an innovative vibration-based multicriteria approach-based damage index (MCA-DI) technique to detect the damage. This technique combines a modified form of the traditional modal strain energy method (MSEM) developed by decomposing the mode shapes into lateral and vertical components together with a modified form of the modal flexibility method to define a new damage indicator. Lastly, the dynamic behavior of three asymmetric building instances, including a 10-storey L-shaped structure, a 10-storey setback structure, and a 6-storey reinforced concrete structure with an unsymmetrical distribution of columns, was studied under five different damage scenarios. The results showed that despite different vibration characteristics of these three asymmetric buildings, the proposed method was able to accurately and effectively locate all damages and eliminate the confusion when more than one index is simultaneously used by using only the first a few modes.
url http://dx.doi.org/10.1155/2021/6004283
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AT ziruxiang damagedetectionindifferenttypesof3dasymmetricbuildingsusingvibrationcharacteristics
AT zhenyuangu damagedetectionindifferenttypesof3dasymmetricbuildingsusingvibrationcharacteristics
AT chenhuizhu damagedetectionindifferenttypesof3dasymmetricbuildingsusingvibrationcharacteristics
AT wangpingqian damagedetectionindifferenttypesof3dasymmetricbuildingsusingvibrationcharacteristics
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