Generative Adversarial Network for Damage Identification in Civil Structures

In recent years, many efforts have been made to develop efficient deep-learning-based structural health monitoring (SHM) methods. Most of the proposed methods employ supervised algorithms that require data from different damaged states of a structure in order to monitor its health conditions. As suc...

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Main Authors: Zahra Rastin, Gholamreza Ghodrati Amiri, Ehsan Darvishan
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2021/3987835
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spelling doaj-a869da18f8f649dc87667234def4cc332021-09-20T00:30:18ZengHindawi LimitedShock and Vibration1875-92032021-01-01202110.1155/2021/3987835Generative Adversarial Network for Damage Identification in Civil StructuresZahra Rastin0Gholamreza Ghodrati Amiri1Ehsan Darvishan2Natural Disasters Prevention Research Center, School of Civil EngineeringNatural Disasters Prevention Research Center, School of Civil EngineeringDepartment of Civil Engineering, Roudehen BranchIn recent years, many efforts have been made to develop efficient deep-learning-based structural health monitoring (SHM) methods. Most of the proposed methods employ supervised algorithms that require data from different damaged states of a structure in order to monitor its health conditions. As such data are not usually available for real civil structures, using supervised algorithms for the health monitoring of these structures might be impracticable. This paper presents a novel two-stage technique based on generative adversarial networks (GANs) for unsupervised SHM and damage identification. In the first stage, a deep convolutional GAN (DCGAN) is used to detect and quantify structural damages; the detected damages are then localized in the second stage using a conditional GAN (CGAN). Raw acceleration signals from a monitored structure are used for this purpose, and the networks are trained by only the intact state data of the structure. The proposed method is validated through applications on the numerical model of a bridge health monitoring (BHM) benchmark structure, an experimental steel structure located at Qatar University, and the full-scale Tianjin Yonghe Bridge.http://dx.doi.org/10.1155/2021/3987835
collection DOAJ
language English
format Article
sources DOAJ
author Zahra Rastin
Gholamreza Ghodrati Amiri
Ehsan Darvishan
spellingShingle Zahra Rastin
Gholamreza Ghodrati Amiri
Ehsan Darvishan
Generative Adversarial Network for Damage Identification in Civil Structures
Shock and Vibration
author_facet Zahra Rastin
Gholamreza Ghodrati Amiri
Ehsan Darvishan
author_sort Zahra Rastin
title Generative Adversarial Network for Damage Identification in Civil Structures
title_short Generative Adversarial Network for Damage Identification in Civil Structures
title_full Generative Adversarial Network for Damage Identification in Civil Structures
title_fullStr Generative Adversarial Network for Damage Identification in Civil Structures
title_full_unstemmed Generative Adversarial Network for Damage Identification in Civil Structures
title_sort generative adversarial network for damage identification in civil structures
publisher Hindawi Limited
series Shock and Vibration
issn 1875-9203
publishDate 2021-01-01
description In recent years, many efforts have been made to develop efficient deep-learning-based structural health monitoring (SHM) methods. Most of the proposed methods employ supervised algorithms that require data from different damaged states of a structure in order to monitor its health conditions. As such data are not usually available for real civil structures, using supervised algorithms for the health monitoring of these structures might be impracticable. This paper presents a novel two-stage technique based on generative adversarial networks (GANs) for unsupervised SHM and damage identification. In the first stage, a deep convolutional GAN (DCGAN) is used to detect and quantify structural damages; the detected damages are then localized in the second stage using a conditional GAN (CGAN). Raw acceleration signals from a monitored structure are used for this purpose, and the networks are trained by only the intact state data of the structure. The proposed method is validated through applications on the numerical model of a bridge health monitoring (BHM) benchmark structure, an experimental steel structure located at Qatar University, and the full-scale Tianjin Yonghe Bridge.
url http://dx.doi.org/10.1155/2021/3987835
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