Determination of direction factor, Md for MS1553:2002 wind loading for building structure

Current records from the Malaysia natural disaster studies show that windstorm -causes damages to building. Even though Malaysia has developed 'own code of -practice on wind loading for building structure to support MalaysianStandard -in 2002, ongoing research is still being carried out to up...

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Main Author:	Hamizah, Jasmi
Format:	Undergraduates Project Papers
Language:	English
Published:	2010
Subjects:	TH Building construction
Online Access:	http://umpir.ump.edu.my/id/eprint/2566/ http://umpir.ump.edu.my/id/eprint/2566/1/HAMIZAH_BT_JASMI.PDF

id	ump-2566
recordtype	eprints
spelling	ump-25662015-03-03T07:57:17Z http://umpir.ump.edu.my/id/eprint/2566/ Determination of direction factor, Md for MS1553:2002 wind loading for building structure Hamizah, Jasmi TH Building construction Current records from the Malaysia natural disaster studies show that windstorm -causes damages to building. Even though Malaysia has developed 'own code of -practice on wind loading for building structure to support MalaysianStandard -in 2002, ongoing research is still being carried out to update the data in the codes Currently, in Malaysia is refer to Malaysian Standard, MS 15532002 that do not have -the value -of-direction factor, 'Ma. Most -of'design methods in Malaysia are not considering-the effect of wind direction.. .Significantly; .buil'ding orientation on design stage can reduce the wind load impact. Wind speeds data from eights Meteorological Station over the peninsular Malaysia are used in this study. 'Extreme wind speed are -examined by -statistical 'technique -namely -Gumbel method. The 'extreme wind 'speed -data are considered into Iwo conditions, i) Non-Direction Method,(ii) Directional' Method. By using this method extreme wind can be determined at 8 stations in Peninsular 'Malaysia Which are Kuantan, KuaiaTerengganu, 'Mersing, Senal, Subang, -Bayan -Lepas, 'chuping, and Melaka. -From -the 'result, -the 'direction -factor, NTd station was found and the values are recommending in MS 1553:2002. The results also have shown that, at some direction of extreme wind predicted stronger than non direction method. Furthermore 'these values can give guideline 'to The designer to 'orientate -the -building -in 'facing 'high 'wind -speed. It is also -can 'reduce 'factor failure due 10 the extreme wind in Malaysia. 2010-11 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/2566/1/HAMIZAH_BT_JASMI.PDF Hamizah, Jasmi (2010) Determination of direction factor, Md for MS1553:2002 wind loading for building structure. Faculty of Civil Engineering & Earth Resources , Universiti Malaysia Pahang .
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English
topic	TH Building construction
spellingShingle	TH Building construction Hamizah, Jasmi Determination of direction factor, Md for MS1553:2002 wind loading for building structure
description	Current records from the Malaysia natural disaster studies show that windstorm -causes damages to building. Even though Malaysia has developed 'own code of -practice on wind loading for building structure to support MalaysianStandard -in 2002, ongoing research is still being carried out to update the data in the codes Currently, in Malaysia is refer to Malaysian Standard, MS 15532002 that do not have -the value -of-direction factor, 'Ma. Most -of'design methods in Malaysia are not considering-the effect of wind direction.. .Significantly; .buil'ding orientation on design stage can reduce the wind load impact. Wind speeds data from eights Meteorological Station over the peninsular Malaysia are used in this study. 'Extreme wind speed are -examined by -statistical 'technique -namely -Gumbel method. The 'extreme wind 'speed -data are considered into Iwo conditions, i) Non-Direction Method,(ii) Directional' Method. By using this method extreme wind can be determined at 8 stations in Peninsular 'Malaysia Which are Kuantan, KuaiaTerengganu, 'Mersing, Senal, Subang, -Bayan -Lepas, 'chuping, and Melaka. -From -the 'result, -the 'direction -factor, NTd station was found and the values are recommending in MS 1553:2002. The results also have shown that, at some direction of extreme wind predicted stronger than non direction method. Furthermore 'these values can give guideline 'to The designer to 'orientate -the -building -in 'facing 'high 'wind -speed. It is also -can 'reduce 'factor failure due 10 the extreme wind in Malaysia.
format	Undergraduates Project Papers
author	Hamizah, Jasmi
author_facet	Hamizah, Jasmi
author_sort	Hamizah, Jasmi
title	Determination of direction factor, Md for MS1553:2002 wind loading for building structure
title_short	Determination of direction factor, Md for MS1553:2002 wind loading for building structure
title_full	Determination of direction factor, Md for MS1553:2002 wind loading for building structure
title_fullStr	Determination of direction factor, Md for MS1553:2002 wind loading for building structure
title_full_unstemmed	Determination of direction factor, Md for MS1553:2002 wind loading for building structure
title_sort	determination of direction factor, md for ms1553:2002 wind loading for building structure
publishDate	2010
url	http://umpir.ump.edu.my/id/eprint/2566/ http://umpir.ump.edu.my/id/eprint/2566/1/HAMIZAH_BT_JASMI.PDF
first_indexed	2023-09-18T21:56:29Z
last_indexed	2023-09-18T21:56:29Z
_version_	1777414113320763392

Determination of direction factor, Md for MS1553:2002 wind loading for building structure

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