A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu

Current records show numbers of building structure component failure due to wind storm. Mostly in the normal practice of design consideration during design stage are only considered on extreme wind speed that probably occurred rarely. However there are also claim that direction of wind and repeatabl...

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Main Author:	Costello Fifo, Nyuwus
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2015
Subjects:	TD Environmental technology. Sanitary engineering
Online Access:	http://umpir.ump.edu.my/id/eprint/12133/ http://umpir.ump.edu.my/id/eprint/12133/ http://umpir.ump.edu.my/id/eprint/12133/1/FKKSA-%20COSTELLO%20FIFO%20ANAK%20NYUWUS%20%28CD9226%29.pdf http://umpir.ump.edu.my/id/eprint/12133/2/FKKSA-%20COSTELLO%20FIFO%20ANAK%20NYUWUS%20%28CD9226%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12133/3/FKKSA-%20COSTELLO%20FIFO%20ANAK%20NYUWUS%20%28CD9226%29%20-%20CHAP%203.pdf

id	ump-12133
recordtype	eprints
spelling	ump-121332016-03-17T02:05:41Z http://umpir.ump.edu.my/id/eprint/12133/ A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu Costello Fifo, Nyuwus TD Environmental technology. Sanitary engineering Current records show numbers of building structure component failure due to wind storm. Mostly in the normal practice of design consideration during design stage are only considered on extreme wind speed that probably occurred rarely. However there are also claim that direction of wind and repeatable lower wind from same direction may reduce the strength of the building component. On 2nd June 2009, the roof of the stadium of Kuala Terengganu has been collapsed. In this study one of damaged stadium was investigated due to the effect of wind speed. Computational Fluid Dynamic has been used in order to examine the effect of wind to the stadium. From the result it clearly shows that wind load may increase up to 2.68 times at South East Direction from the normal wind act to the stadium. Historical wind speed also has shown foremost wind blow come from South East direction. The maximum increasing of wind speed are from South East direction. Additionally the data collected from nearest meteorological station show the most frequency of wind come from the South East direction. From the observation the triggering collapse of roof stadium is located on the south east side of the stadium. Therefore the collapse of roof stadium to experience the repeatable wind speed and increasing wind speed due to the direction are remarkably exposed. It can be conclude that the possibility of collapse roof are highly predictable due to wind speed. The effect of the geometrical shape of the structure may also increasing the wind load effect to the building component. Therefore consideration of the geometrical shape and the orientation of the building are vital at the design stage. 2015-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12133/1/FKKSA-%20COSTELLO%20FIFO%20ANAK%20NYUWUS%20%28CD9226%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12133/2/FKKSA-%20COSTELLO%20FIFO%20ANAK%20NYUWUS%20%28CD9226%29%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12133/3/FKKSA-%20COSTELLO%20FIFO%20ANAK%20NYUWUS%20%28CD9226%29%20-%20CHAP%203.pdf Costello Fifo, Nyuwus (2015) A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92082&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	TD Environmental technology. Sanitary engineering
spellingShingle	TD Environmental technology. Sanitary engineering Costello Fifo, Nyuwus A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu
description	Current records show numbers of building structure component failure due to wind storm. Mostly in the normal practice of design consideration during design stage are only considered on extreme wind speed that probably occurred rarely. However there are also claim that direction of wind and repeatable lower wind from same direction may reduce the strength of the building component. On 2nd June 2009, the roof of the stadium of Kuala Terengganu has been collapsed. In this study one of damaged stadium was investigated due to the effect of wind speed. Computational Fluid Dynamic has been used in order to examine the effect of wind to the stadium. From the result it clearly shows that wind load may increase up to 2.68 times at South East Direction from the normal wind act to the stadium. Historical wind speed also has shown foremost wind blow come from South East direction. The maximum increasing of wind speed are from South East direction. Additionally the data collected from nearest meteorological station show the most frequency of wind come from the South East direction. From the observation the triggering collapse of roof stadium is located on the south east side of the stadium. Therefore the collapse of roof stadium to experience the repeatable wind speed and increasing wind speed due to the direction are remarkably exposed. It can be conclude that the possibility of collapse roof are highly predictable due to wind speed. The effect of the geometrical shape of the structure may also increasing the wind load effect to the building component. Therefore consideration of the geometrical shape and the orientation of the building are vital at the design stage.
format	Undergraduates Project Papers
author	Costello Fifo, Nyuwus
author_facet	Costello Fifo, Nyuwus
author_sort	Costello Fifo, Nyuwus
title	A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu
title_short	A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu
title_full	A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu
title_fullStr	A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu
title_full_unstemmed	A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu
title_sort	case study to investigate the wind load factor that possibly cause the failure of roof stadium, kuala terengganu
publishDate	2015
url	http://umpir.ump.edu.my/id/eprint/12133/ http://umpir.ump.edu.my/id/eprint/12133/ http://umpir.ump.edu.my/id/eprint/12133/1/FKKSA-%20COSTELLO%20FIFO%20ANAK%20NYUWUS%20%28CD9226%29.pdf http://umpir.ump.edu.my/id/eprint/12133/2/FKKSA-%20COSTELLO%20FIFO%20ANAK%20NYUWUS%20%28CD9226%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/id/eprint/12133/3/FKKSA-%20COSTELLO%20FIFO%20ANAK%20NYUWUS%20%28CD9226%29%20-%20CHAP%203.pdf
first_indexed	2023-09-18T22:13:27Z
last_indexed	2023-09-18T22:13:27Z
_version_	1777415180325486592

A case study to investigate the wind load factor that possibly cause the failure of roof Stadium, Kuala Terengganu

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