Truss bridge movement and displacement analysis for different types of earthquake loadings

Today we often heard news about earthquake that happen in Malaysia. So a study of earthquake was carrying out for structural which is bridge structure. Bridge structure is the critical structure that will damage cause by the seismic effect and also an important structure. Most bridges in Malaysia do...

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Main Author:	Fatin Nabihah, Suhaime
Format:	Undergraduates Project Papers
Language:	English English English English
Published:	2017
Subjects:	TA Engineering (General). Civil engineering (General) TG Bridge engineering
Online Access:	http://umpir.ump.edu.my/id/eprint/20836/ http://umpir.ump.edu.my/id/eprint/20836/ http://umpir.ump.edu.my/id/eprint/20836/1/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/20836/7/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-Abstract.pdf http://umpir.ump.edu.my/id/eprint/20836/13/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/20836/19/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-References.pdf

id	ump-20836
recordtype	eprints
spelling	ump-208362018-03-21T07:18:25Z http://umpir.ump.edu.my/id/eprint/20836/ Truss bridge movement and displacement analysis for different types of earthquake loadings Fatin Nabihah, Suhaime TA Engineering (General). Civil engineering (General) TG Bridge engineering Today we often heard news about earthquake that happen in Malaysia. So a study of earthquake was carrying out for structural which is bridge structure. Bridge structure is the critical structure that will damage cause by the seismic effect and also an important structure. Most bridges in Malaysia does not take account the seismic loading. Therefore, by using SAP 2000 software a modal analysis was created and the purpose of this research is to study the dynamic characteristic of each structure. The dynamic characteristic includes displacement, acceleration and velocity of the bridge structure. The critical and weak point for each member of the structure can be determined through the displacement and the acceleration value. The earthquake data is from Acheh and El-Centro earthquake that get from the Malaysia Meteorological Department. 12 mode shape had been shown after analyse the structure. Each mode shape produces the different number of frequency and also natural time period. According to 12 mode shape produced, three mode shapes with the highest frequency will be selected as the best mode shape. Other than that the rigidity of shape of each mode shape also can be determined according to the classification of time period the building. The classification are Rigid (T < 0.3 sec), Semi-Rigid (0.3 sec < T < 1 sec), and Flexible Structure (T > 1) 2017-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/20836/1/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-Table%20of%20contents.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/20836/7/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-Abstract.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/20836/13/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-Chapter%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/20836/19/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-References.pdf Fatin Nabihah, Suhaime (2017) Truss bridge movement and displacement analysis for different types of earthquake loadings. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:102737&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 English
topic	TA Engineering (General). Civil engineering (General) TG Bridge engineering
spellingShingle	TA Engineering (General). Civil engineering (General) TG Bridge engineering Fatin Nabihah, Suhaime Truss bridge movement and displacement analysis for different types of earthquake loadings
description	Today we often heard news about earthquake that happen in Malaysia. So a study of earthquake was carrying out for structural which is bridge structure. Bridge structure is the critical structure that will damage cause by the seismic effect and also an important structure. Most bridges in Malaysia does not take account the seismic loading. Therefore, by using SAP 2000 software a modal analysis was created and the purpose of this research is to study the dynamic characteristic of each structure. The dynamic characteristic includes displacement, acceleration and velocity of the bridge structure. The critical and weak point for each member of the structure can be determined through the displacement and the acceleration value. The earthquake data is from Acheh and El-Centro earthquake that get from the Malaysia Meteorological Department. 12 mode shape had been shown after analyse the structure. Each mode shape produces the different number of frequency and also natural time period. According to 12 mode shape produced, three mode shapes with the highest frequency will be selected as the best mode shape. Other than that the rigidity of shape of each mode shape also can be determined according to the classification of time period the building. The classification are Rigid (T < 0.3 sec), Semi-Rigid (0.3 sec < T < 1 sec), and Flexible Structure (T > 1)
format	Undergraduates Project Papers
author	Fatin Nabihah, Suhaime
author_facet	Fatin Nabihah, Suhaime
author_sort	Fatin Nabihah, Suhaime
title	Truss bridge movement and displacement analysis for different types of earthquake loadings
title_short	Truss bridge movement and displacement analysis for different types of earthquake loadings
title_full	Truss bridge movement and displacement analysis for different types of earthquake loadings
title_fullStr	Truss bridge movement and displacement analysis for different types of earthquake loadings
title_full_unstemmed	Truss bridge movement and displacement analysis for different types of earthquake loadings
title_sort	truss bridge movement and displacement analysis for different types of earthquake loadings
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/20836/ http://umpir.ump.edu.my/id/eprint/20836/ http://umpir.ump.edu.my/id/eprint/20836/1/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/20836/7/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-Abstract.pdf http://umpir.ump.edu.my/id/eprint/20836/13/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/20836/19/Truss%20bridge%20movement%20and%20displacement%20analysis%20for%20different%20types%20of%20earthquake%20loadings-References.pdf
first_indexed	2023-09-18T22:30:17Z
last_indexed	2023-09-18T22:30:17Z
_version_	1777416240220864512

Truss bridge movement and displacement analysis for different types of earthquake loadings

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