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Parametric Studies on Integral Bridge: Bending Moment Analysis

For several decades, the design of bridge structures in Malaysia has been based on BS 5400. Recently there has been a surge in application of EUROCODES as the preferred code of practice in European countries. The design of structural members using Eurocodes is found to be more economical in many cou...

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Main Author: Yesuvadian, Alex Seeni
Format: Final Year Project
Language:English
Published: UNIVERSITI TEKNOLOGI PETRONAS 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://utpedia.utp.edu.my/14045/1/THESIS%20ALEX%20SEENI%2015101.pdf
http://utpedia.utp.edu.my/14045/
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spelling my-utp-utpedia.140452017-01-25T09:37:43Z http://utpedia.utp.edu.my/14045/ Parametric Studies on Integral Bridge: Bending Moment Analysis Yesuvadian, Alex Seeni TA Engineering (General). Civil engineering (General) For several decades, the design of bridge structures in Malaysia has been based on BS 5400. Recently there has been a surge in application of EUROCODES as the preferred code of practice in European countries. The design of structural members using Eurocodes is found to be more economical in many countries. For example, in India, researches have found that the Eurocodes provides a more economical bridge design compared to the Indian Standards. However in Malaysia, the industry tends to continue with BS 5400 as there is a lack of exposure using EUROCODES. Therefore, the main objective of this research is to compare the different parameters of Bridge Design using different codes of practice namely Eurocode and British Standard 5400 for the design of integral and composite bridge. This comparison study is done by designing two types of bridge namely composite bridge and integral bridge using excel spreadsheet and Oasys Civil Bridge Designing software. Upon completion relevant parameters will be compared to provide design samples and suggest the better code of practice. UNIVERSITI TEKNOLOGI PETRONAS 2014-05 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/14045/1/THESIS%20ALEX%20SEENI%2015101.pdf Yesuvadian, Alex Seeni (2014) Parametric Studies on Integral Bridge: Bending Moment Analysis. UNIVERSITI TEKNOLOGI PETRONAS . (Unpublished)
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)
Yesuvadian, Alex Seeni
Parametric Studies on Integral Bridge: Bending Moment Analysis
description For several decades, the design of bridge structures in Malaysia has been based on BS 5400. Recently there has been a surge in application of EUROCODES as the preferred code of practice in European countries. The design of structural members using Eurocodes is found to be more economical in many countries. For example, in India, researches have found that the Eurocodes provides a more economical bridge design compared to the Indian Standards. However in Malaysia, the industry tends to continue with BS 5400 as there is a lack of exposure using EUROCODES. Therefore, the main objective of this research is to compare the different parameters of Bridge Design using different codes of practice namely Eurocode and British Standard 5400 for the design of integral and composite bridge. This comparison study is done by designing two types of bridge namely composite bridge and integral bridge using excel spreadsheet and Oasys Civil Bridge Designing software. Upon completion relevant parameters will be compared to provide design samples and suggest the better code of practice.
format Final Year Project
author Yesuvadian, Alex Seeni
author_facet Yesuvadian, Alex Seeni
author_sort Yesuvadian, Alex Seeni
title Parametric Studies on Integral Bridge: Bending Moment Analysis
title_short Parametric Studies on Integral Bridge: Bending Moment Analysis
title_full Parametric Studies on Integral Bridge: Bending Moment Analysis
title_fullStr Parametric Studies on Integral Bridge: Bending Moment Analysis
title_full_unstemmed Parametric Studies on Integral Bridge: Bending Moment Analysis
title_sort parametric studies on integral bridge: bending moment analysis
publisher UNIVERSITI TEKNOLOGI PETRONAS
publishDate 2014
url http://utpedia.utp.edu.my/14045/1/THESIS%20ALEX%20SEENI%2015101.pdf
http://utpedia.utp.edu.my/14045/
_version_ 1739831954736414720
score 13.211869

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