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Behaviour of Precast Beam to Column Connection under Seismic Loading

This work is intended to study behaviour of precast beam to column connection under seismic loading. Most of the studies reported on precast beam-column joints are showing that they tend to behave poorly in regions high seismic activities. It has been recognized that the weakest part of a precast st...

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Bibliographic Details
Main Author: Nepesov, Parahat
Format: Final Year Project
Language:English
Published: IRC 2019
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://utpedia.utp.edu.my/19388/1/neParahat%20Nepesov%2021541%20Final%20Report.pdf
http://utpedia.utp.edu.my/19388/
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spelling my-utp-utpedia.193882019-07-11T14:30:15Z http://utpedia.utp.edu.my/19388/ Behaviour of Precast Beam to Column Connection under Seismic Loading Nepesov, Parahat TA Engineering (General). Civil engineering (General) This work is intended to study behaviour of precast beam to column connection under seismic loading. Most of the studies reported on precast beam-column joints are showing that they tend to behave poorly in regions high seismic activities. It has been recognized that the weakest part of a precast structure is the connection, more particularly beam to column connection. To conduct physical test on this, tends to be uneconomic, therefore number of numerical model studies to be done and to understand the precast beam column connection behaviour. ANSYS will be used to conduct numerical experiments. The model of precast beam to column connection will be designed depending on desired shapes. For the seismic loading, lateral load will be applied on the connection. The behaviour of beam-column connection will be observed, examined and analysed. IRC 2019-01 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/19388/1/neParahat%20Nepesov%2021541%20Final%20Report.pdf Nepesov, Parahat (2019) Behaviour of Precast Beam to Column Connection under Seismic Loading. IRC, Universiti Teknologi PETRONAS. (Submitted)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Nepesov, Parahat
Behaviour of Precast Beam to Column Connection under Seismic Loading
description This work is intended to study behaviour of precast beam to column connection under seismic loading. Most of the studies reported on precast beam-column joints are showing that they tend to behave poorly in regions high seismic activities. It has been recognized that the weakest part of a precast structure is the connection, more particularly beam to column connection. To conduct physical test on this, tends to be uneconomic, therefore number of numerical model studies to be done and to understand the precast beam column connection behaviour. ANSYS will be used to conduct numerical experiments. The model of precast beam to column connection will be designed depending on desired shapes. For the seismic loading, lateral load will be applied on the connection. The behaviour of beam-column connection will be observed, examined and analysed.
format Final Year Project
author Nepesov, Parahat
author_facet Nepesov, Parahat
author_sort Nepesov, Parahat
title Behaviour of Precast Beam to Column Connection under Seismic Loading
title_short Behaviour of Precast Beam to Column Connection under Seismic Loading
title_full Behaviour of Precast Beam to Column Connection under Seismic Loading
title_fullStr Behaviour of Precast Beam to Column Connection under Seismic Loading
title_full_unstemmed Behaviour of Precast Beam to Column Connection under Seismic Loading
title_sort behaviour of precast beam to column connection under seismic loading
publisher IRC
publishDate 2019
url http://utpedia.utp.edu.my/19388/1/neParahat%20Nepesov%2021541%20Final%20Report.pdf
http://utpedia.utp.edu.my/19388/
_version_ 1739832625399332864
score 13.211869

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