Automated damage assessment of reinforced concrete columns for post-earthquake evaluations

An automated method in damage state assessment of reinforced concrete columns for the purpose of establishing a rapid and quantitative post-earthquake safety and structural evaluation procedure is proposed. Several techniques from the fields of computer vision and image processing are employed in or...

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Main Author: German, Stephanie Ann
Published: Georgia Institute of Technology 2013
Subjects:
Online Access:http://hdl.handle.net/1853/47686
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spelling ndltd-GATECH-oai-smartech.gatech.edu-1853-476862013-08-21T04:10:00ZAutomated damage assessment of reinforced concrete columns for post-earthquake evaluationsGerman, Stephanie AnnDamage property retrievalDamage detectionReinforced concretePost-earthquakeSafety evaluationsComputer visionStructural health monitoringStructural analysis (Engineering)Nondestructive testingImage processingAn automated method in damage state assessment of reinforced concrete columns for the purpose of establishing a rapid and quantitative post-earthquake safety and structural evaluation procedure is proposed. Several techniques from the fields of computer vision and image processing are employed in order to develop a set of methods capable of automatically detecting spalled regions on the surface of reinforced concrete columns as well as the properties of cracks and spalled regions on these surfaces. The resulting properties of the observed visible damage on the reinforced concrete column surfaces are then utilized to automatically estimate the existing condition and safety of the column. The damage state is quantified according to the maximum drift capacity of the column. The methods proposed in this research were implemented in a Microsoft Visual Studio .NET environment, and tested on real images of damaged columns. The test results indicated that the methods could automatically detect spalled regions and retrieve the properties of spalling and cracks on reinforced concrete column surfaces in images or video frames, and further, that this retrieved information could be accurately translate to a meaningful assessment of the column's existing damage state in the form of the maximum drift capacity.Georgia Institute of Technology2013-06-15T02:58:21Z2013-06-15T02:58:21Z2013-04-10Dissertationhttp://hdl.handle.net/1853/47686
collection NDLTD
sources NDLTD
topic Damage property retrieval
Damage detection
Reinforced concrete
Post-earthquake
Safety evaluations
Computer vision
Structural health monitoring
Structural analysis (Engineering)
Nondestructive testing
Image processing
spellingShingle Damage property retrieval
Damage detection
Reinforced concrete
Post-earthquake
Safety evaluations
Computer vision
Structural health monitoring
Structural analysis (Engineering)
Nondestructive testing
Image processing
German, Stephanie Ann
Automated damage assessment of reinforced concrete columns for post-earthquake evaluations
description An automated method in damage state assessment of reinforced concrete columns for the purpose of establishing a rapid and quantitative post-earthquake safety and structural evaluation procedure is proposed. Several techniques from the fields of computer vision and image processing are employed in order to develop a set of methods capable of automatically detecting spalled regions on the surface of reinforced concrete columns as well as the properties of cracks and spalled regions on these surfaces. The resulting properties of the observed visible damage on the reinforced concrete column surfaces are then utilized to automatically estimate the existing condition and safety of the column. The damage state is quantified according to the maximum drift capacity of the column. The methods proposed in this research were implemented in a Microsoft Visual Studio .NET environment, and tested on real images of damaged columns. The test results indicated that the methods could automatically detect spalled regions and retrieve the properties of spalling and cracks on reinforced concrete column surfaces in images or video frames, and further, that this retrieved information could be accurately translate to a meaningful assessment of the column's existing damage state in the form of the maximum drift capacity.
author German, Stephanie Ann
author_facet German, Stephanie Ann
author_sort German, Stephanie Ann
title Automated damage assessment of reinforced concrete columns for post-earthquake evaluations
title_short Automated damage assessment of reinforced concrete columns for post-earthquake evaluations
title_full Automated damage assessment of reinforced concrete columns for post-earthquake evaluations
title_fullStr Automated damage assessment of reinforced concrete columns for post-earthquake evaluations
title_full_unstemmed Automated damage assessment of reinforced concrete columns for post-earthquake evaluations
title_sort automated damage assessment of reinforced concrete columns for post-earthquake evaluations
publisher Georgia Institute of Technology
publishDate 2013
url http://hdl.handle.net/1853/47686
work_keys_str_mv AT germanstephanieann automateddamageassessmentofreinforcedconcretecolumnsforpostearthquakeevaluations
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