SEISMIC LOAD ANALYSIS FOR AN AIRPORT CANOPY STRUCTURE

Although the Malaysian peninsula is not located along the active seismic zone compared to Sumatra, the tremors due to Sumatran earthquakes have been felt several times. The earthquakes had caused tremor in several cities in the Malaysian Peninsula along the coastal line with Sumatra such as Penang,...

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Main Author: Apollo, Juma Moses Boyong
Format: Final Year Project
Language:English
Published: Universiti Teknologi Petronas 2012
Subjects:
Online Access:http://utpedia.utp.edu.my/6032/1/Final%20Dissertation.pdf%20juma.pdf
http://utpedia.utp.edu.my/6032/
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Institution: Universiti Teknologi Petronas
Language: English
id my-utp-utpedia.6032
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spelling my-utp-utpedia.60322017-01-25T09:39:51Z http://utpedia.utp.edu.my/6032/ SEISMIC LOAD ANALYSIS FOR AN AIRPORT CANOPY STRUCTURE Apollo, Juma Moses Boyong TA Engineering (General). Civil engineering (General) Although the Malaysian peninsula is not located along the active seismic zone compared to Sumatra, the tremors due to Sumatran earthquakes have been felt several times. The earthquakes had caused tremor in several cities in the Malaysian Peninsula along the coastal line with Sumatra such as Penang, Port Klang, Selangor and old Klang. Especially the earthquake near Sumatra which happened on 2nd November 2002 had caused panic among residents living in high rise building in Penang prompting thousands of people to run out from their buildings. The paper summarizes the analysis of seismic loadings on the building structures. The seismic analysis is performed in order to assess the force and deformation demands and capacities of the structure. In the analysis, the effect of the provision of gravity, wind loadings on the structure is considered. In this research work, methods such equivalent static analysis and nonlinear dynamic analysis procedure will be used to evaluate the seismic response of the building structure. The structure is modelled and analysed in STAAD Pro software. The test results of each method used in the analysis of structure performance will be discussed and conclusions drawn by comparing the results of the deformation geometry of the graphs and stresses in the members with the prescribed limiting values. Universiti Teknologi Petronas 2012-09 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/6032/1/Final%20Dissertation.pdf%20juma.pdf Apollo, Juma Moses Boyong (2012) SEISMIC LOAD ANALYSIS FOR AN AIRPORT CANOPY STRUCTURE. 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)
Apollo, Juma Moses Boyong
SEISMIC LOAD ANALYSIS FOR AN AIRPORT CANOPY STRUCTURE
description Although the Malaysian peninsula is not located along the active seismic zone compared to Sumatra, the tremors due to Sumatran earthquakes have been felt several times. The earthquakes had caused tremor in several cities in the Malaysian Peninsula along the coastal line with Sumatra such as Penang, Port Klang, Selangor and old Klang. Especially the earthquake near Sumatra which happened on 2nd November 2002 had caused panic among residents living in high rise building in Penang prompting thousands of people to run out from their buildings. The paper summarizes the analysis of seismic loadings on the building structures. The seismic analysis is performed in order to assess the force and deformation demands and capacities of the structure. In the analysis, the effect of the provision of gravity, wind loadings on the structure is considered. In this research work, methods such equivalent static analysis and nonlinear dynamic analysis procedure will be used to evaluate the seismic response of the building structure. The structure is modelled and analysed in STAAD Pro software. The test results of each method used in the analysis of structure performance will be discussed and conclusions drawn by comparing the results of the deformation geometry of the graphs and stresses in the members with the prescribed limiting values.
format Final Year Project
author Apollo, Juma Moses Boyong
author_facet Apollo, Juma Moses Boyong
author_sort Apollo, Juma Moses Boyong
title SEISMIC LOAD ANALYSIS FOR AN AIRPORT CANOPY STRUCTURE
title_short SEISMIC LOAD ANALYSIS FOR AN AIRPORT CANOPY STRUCTURE
title_full SEISMIC LOAD ANALYSIS FOR AN AIRPORT CANOPY STRUCTURE
title_fullStr SEISMIC LOAD ANALYSIS FOR AN AIRPORT CANOPY STRUCTURE
title_full_unstemmed SEISMIC LOAD ANALYSIS FOR AN AIRPORT CANOPY STRUCTURE
title_sort seismic load analysis for an airport canopy structure
publisher Universiti Teknologi Petronas
publishDate 2012
url http://utpedia.utp.edu.my/6032/1/Final%20Dissertation.pdf%20juma.pdf
http://utpedia.utp.edu.my/6032/
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