Analysis of hybrid arch and cable-stayed bridge

ectives of this thesis is to study the principal component of cable-stayed and arch bridge with hybrid arch bridge and secondly to investigate the structural behavior between normal arch and cable-stayed bridge. The thesis discussed the structure behavior between these three bridges model to obtain...

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Main Author:	Hasmida, Noordin
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12183/ http://umpir.ump.edu.my/id/eprint/12183/ http://umpir.ump.edu.my/id/eprint/12183/1/FKASA%20-%20HASMIDA%20BINTI%20NOORDIN%20%28CD9265%29.pdf http://umpir.ump.edu.my/id/eprint/12183/2/FKASA%20-%20HASMIDA%20BINTI%20NOORDIN%20%28CD9265%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12183/3/FKASA%20-%20HASMIDA%20BINTI%20NOORDIN%20%28CD9265%29%20-%20CHAP%203.pdf

id	ump-12183
recordtype	eprints
spelling	ump-121832016-03-17T03:13:11Z http://umpir.ump.edu.my/id/eprint/12183/ Analysis of hybrid arch and cable-stayed bridge Hasmida, Noordin TA Engineering (General). Civil engineering (General) ectives of this thesis is to study the principal component of cable-stayed and arch bridge with hybrid arch bridge and secondly to investigate the structural behavior between normal arch and cable-stayed bridge. The thesis discussed the structure behavior between these three bridges model to obtain the most effective bridge. The structure two-dimensional model was developed using computer programmed, LUSAS 14 Bridge. The models were analyzes using the linear static analysis which are displacement, stress and bending moment in each bridge main components. There were three arch bridge models, three cable-stayed bridge fan system models, three cablestayed harp system models and one hybrid arch bridge model. Every model is 600m total long with 300m main span and 150m side span. The loading applied was dead load and live load only. The first analysis is to obtain the stronger arch and cable-stayed bridge. The result obtained that the arch bridge with rise-to-span ratio 1:5 and cablestayed fan system with 80m of pylon height was the stronger model. Finally, the pure arch and cable-stayed bridge were compared with hybrid arch bridge analysis. Result from LUSAS shows that, hybrid arch bridge was the most effective bridge for long bridge because it has lower displacement, stress and bending moment compared to pure arch and cable-stayed bridge. The structure behavior of hybrid arch bridge is seemed to be stronger. The deck of hybrid arch bridge is support by pylon and arch rib make it more durable in cater the loading applied as compared to pure arch and cable-stayed bridge 2015-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12183/1/FKASA%20-%20HASMIDA%20BINTI%20NOORDIN%20%28CD9265%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12183/2/FKASA%20-%20HASMIDA%20BINTI%20NOORDIN%20%28CD9265%29%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12183/3/FKASA%20-%20HASMIDA%20BINTI%20NOORDIN%20%28CD9265%29%20-%20CHAP%203.pdf Hasmida, Noordin (2015) Analysis of hybrid arch and cable-stayed bridge. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92157&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Hasmida, Noordin Analysis of hybrid arch and cable-stayed bridge
description	ectives of this thesis is to study the principal component of cable-stayed and arch bridge with hybrid arch bridge and secondly to investigate the structural behavior between normal arch and cable-stayed bridge. The thesis discussed the structure behavior between these three bridges model to obtain the most effective bridge. The structure two-dimensional model was developed using computer programmed, LUSAS 14 Bridge. The models were analyzes using the linear static analysis which are displacement, stress and bending moment in each bridge main components. There were three arch bridge models, three cable-stayed bridge fan system models, three cablestayed harp system models and one hybrid arch bridge model. Every model is 600m total long with 300m main span and 150m side span. The loading applied was dead load and live load only. The first analysis is to obtain the stronger arch and cable-stayed bridge. The result obtained that the arch bridge with rise-to-span ratio 1:5 and cablestayed fan system with 80m of pylon height was the stronger model. Finally, the pure arch and cable-stayed bridge were compared with hybrid arch bridge analysis. Result from LUSAS shows that, hybrid arch bridge was the most effective bridge for long bridge because it has lower displacement, stress and bending moment compared to pure arch and cable-stayed bridge. The structure behavior of hybrid arch bridge is seemed to be stronger. The deck of hybrid arch bridge is support by pylon and arch rib make it more durable in cater the loading applied as compared to pure arch and cable-stayed bridge
format	Undergraduates Project Papers
author	Hasmida, Noordin
author_facet	Hasmida, Noordin
author_sort	Hasmida, Noordin
title	Analysis of hybrid arch and cable-stayed bridge
title_short	Analysis of hybrid arch and cable-stayed bridge
title_full	Analysis of hybrid arch and cable-stayed bridge
title_fullStr	Analysis of hybrid arch and cable-stayed bridge
title_full_unstemmed	Analysis of hybrid arch and cable-stayed bridge
title_sort	analysis of hybrid arch and cable-stayed bridge
publishDate	2015
url	http://umpir.ump.edu.my/id/eprint/12183/ http://umpir.ump.edu.my/id/eprint/12183/ http://umpir.ump.edu.my/id/eprint/12183/1/FKASA%20-%20HASMIDA%20BINTI%20NOORDIN%20%28CD9265%29.pdf http://umpir.ump.edu.my/id/eprint/12183/2/FKASA%20-%20HASMIDA%20BINTI%20NOORDIN%20%28CD9265%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12183/3/FKASA%20-%20HASMIDA%20BINTI%20NOORDIN%20%28CD9265%29%20-%20CHAP%203.pdf
first_indexed	2023-09-18T22:13:33Z
last_indexed	2023-09-18T22:13:33Z
_version_	1777415187299565568

Analysis of hybrid arch and cable-stayed bridge

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