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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Main Author: Nepesov, Parahat
Format: Final Year Project
Language: English
Institution: Universiti Teknologi Petronas
Record Id / ISBN-0: utp-utpedia.19388 /
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 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
collection UTPedia
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_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_ 1741195486599053312
score 11.62408

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