Structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members

This project presents the results of using computer vision-based technology to relate the damage levels and damage states of columns to quantitative load estimates in structural components for automated façade inspections. Image-processing and machine learning regression techniques were utilized to...

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Main Author: Tang, Jun Yuen
Other Authors: Li Bing
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2022
Subjects:
Online Access:https://hdl.handle.net/10356/158441
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1584412022-05-25T01:11:04Z Structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members Tang, Jun Yuen Li Bing School of Civil and Environmental Engineering CBLi@ntu.edu.sg Engineering::Civil engineering::Construction technology This project presents the results of using computer vision-based technology to relate the damage levels and damage states of columns to quantitative load estimates in structural components for automated façade inspections. Image-processing and machine learning regression techniques were utilized to create estimation models able to predict the damage states and levels of the columns based on superficial crack patterns in the images. The model was trained using a database of 190 individual specimens which produced 639 images at different loading stages. Various textural and geometric attributes of surface crack patterns were defined and evaluated for their usefulness in building the estimation models. Statistical error measures and cross-validation techniques are used to quantify the prediction accuracy and training/ test methods were considered relative to the actual field application scenarios. The results show that the estimated models work well across ranges of geometries, loading patterns, loading types, concrete strengths, and reinforcement details. The physical size of the practical columns can be approximated by keying in the scaled dimensions of the specimens into the estimation model.   Bachelor of Engineering (Civil) 2022-05-25T01:11:04Z 2022-05-25T01:11:04Z 2022 Final Year Project (FYP) Tang, J. Y. (2022). Structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/158441 https://hdl.handle.net/10356/158441 en ST-27AB application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering::Construction technology
spellingShingle Engineering::Civil engineering::Construction technology
Tang, Jun Yuen
Structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members
description This project presents the results of using computer vision-based technology to relate the damage levels and damage states of columns to quantitative load estimates in structural components for automated façade inspections. Image-processing and machine learning regression techniques were utilized to create estimation models able to predict the damage states and levels of the columns based on superficial crack patterns in the images. The model was trained using a database of 190 individual specimens which produced 639 images at different loading stages. Various textural and geometric attributes of surface crack patterns were defined and evaluated for their usefulness in building the estimation models. Statistical error measures and cross-validation techniques are used to quantify the prediction accuracy and training/ test methods were considered relative to the actual field application scenarios. The results show that the estimated models work well across ranges of geometries, loading patterns, loading types, concrete strengths, and reinforcement details. The physical size of the practical columns can be approximated by keying in the scaled dimensions of the specimens into the estimation model.  
author2 Li Bing
author_facet Li Bing
Tang, Jun Yuen
format Final Year Project
author Tang, Jun Yuen
author_sort Tang, Jun Yuen
title Structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members
title_short Structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members
title_full Structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members
title_fullStr Structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members
title_full_unstemmed Structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members
title_sort structural damage recognition and residual capacity prediction using computer vision for reinforced concrete members
publisher Nanyang Technological University
publishDate 2022
url https://hdl.handle.net/10356/158441
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