Repair and retrofitting of damaged columns under seismic loading

As one of the most critical structural element of an infrastructure, the column pose a great danger when it is exposed to sudden and critical loadings that are caused by natural disaster such as an earthquake. Failure of the column could lead to the collapse of the infrastructure, eventually leading...

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Main Author: Lim, Kar Er
Other Authors: Li Bing
Format: Final Year Project
Language:English
Published: 2017
Subjects:
Online Access:http://hdl.handle.net/10356/71917
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-719172023-03-03T17:20:00Z Repair and retrofitting of damaged columns under seismic loading Lim, Kar Er Li Bing School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design As one of the most critical structural element of an infrastructure, the column pose a great danger when it is exposed to sudden and critical loadings that are caused by natural disaster such as an earthquake. Failure of the column could lead to the collapse of the infrastructure, eventually leading to loss of lives. This project is carried out to explore various repair and retrofitting methods that could be employed to restore the strength and stability of the columns after it has been damaged seismically. This would minimize cost as compared to tearing down the infrastructure and rebuilding it. In this project, 2 short columns are first being damaged seismically with the use of machinery that simulates the horizontal force that it would be exposed to, during an earthquake. The columns would be loaded to failure, observing the horizontal displacement closely. The vertical loadings are held constant to simulate real life situation, in which the loading it takes vertically remains unchanged. Following, the cracks of the columns would be repaired before being strengthened by the different methods explored in this report. Columns with damaged reinforcements would not be repaired as this report explores the possibility of repairing concrete strength. However, due to limitations of time allowance, schemes were not tested. In contrary, the presumption on the results of the schemes was carefully analyzed to draw a conclusion from the designed schemes. Bachelor of Engineering (Civil) 2017-05-22T06:46:18Z 2017-05-22T06:46:18Z 2017 Final Year Project (FYP) http://hdl.handle.net/10356/71917 en Nanyang Technological University 54 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Lim, Kar Er
Repair and retrofitting of damaged columns under seismic loading
description As one of the most critical structural element of an infrastructure, the column pose a great danger when it is exposed to sudden and critical loadings that are caused by natural disaster such as an earthquake. Failure of the column could lead to the collapse of the infrastructure, eventually leading to loss of lives. This project is carried out to explore various repair and retrofitting methods that could be employed to restore the strength and stability of the columns after it has been damaged seismically. This would minimize cost as compared to tearing down the infrastructure and rebuilding it. In this project, 2 short columns are first being damaged seismically with the use of machinery that simulates the horizontal force that it would be exposed to, during an earthquake. The columns would be loaded to failure, observing the horizontal displacement closely. The vertical loadings are held constant to simulate real life situation, in which the loading it takes vertically remains unchanged. Following, the cracks of the columns would be repaired before being strengthened by the different methods explored in this report. Columns with damaged reinforcements would not be repaired as this report explores the possibility of repairing concrete strength. However, due to limitations of time allowance, schemes were not tested. In contrary, the presumption on the results of the schemes was carefully analyzed to draw a conclusion from the designed schemes.
author2 Li Bing
author_facet Li Bing
Lim, Kar Er
format Final Year Project
author Lim, Kar Er
author_sort Lim, Kar Er
title Repair and retrofitting of damaged columns under seismic loading
title_short Repair and retrofitting of damaged columns under seismic loading
title_full Repair and retrofitting of damaged columns under seismic loading
title_fullStr Repair and retrofitting of damaged columns under seismic loading
title_full_unstemmed Repair and retrofitting of damaged columns under seismic loading
title_sort repair and retrofitting of damaged columns under seismic loading
publishDate 2017
url http://hdl.handle.net/10356/71917
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