Damage to temporary canopy structure by wind load

Numbers of incidents regarding the failure of the temporary structure were widely reported due to the windstorm in Malaysia. The incidents cause injuries and fatalities to people. The canopy structure is one of the temporary structures that widely used in Malaysian surroundings during the small oc...

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Bibliographic Details
Main Author: Muhammad Arifin, Ramli
Format: Undergraduates Project Papers
Language:English
Published: 2014
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/10246/
http://umpir.ump.edu.my/id/eprint/10246/
http://umpir.ump.edu.my/id/eprint/10246/1/MUHAMMAD%20ARIFIN%20BIN%20RAMLI.PDF
id ump-10246
recordtype eprints
spelling ump-102462015-09-15T07:00:53Z http://umpir.ump.edu.my/id/eprint/10246/ Damage to temporary canopy structure by wind load Muhammad Arifin, Ramli TJ Mechanical engineering and machinery Numbers of incidents regarding the failure of the temporary structure were widely reported due to the windstorm in Malaysia. The incidents cause injuries and fatalities to people. The canopy structure is one of the temporary structures that widely used in Malaysian surroundings during the small occasion ceremony. Due to the lack of information, mitigation of this kind of hazard is tough to be mitigated. The most important parameter is the potential wind speed that can cause the failure to the canopy. Previous study conducted this structures can be classified as free standing canopy structures. However there are no specific studies conducted for common canopy used in Malaysia. Two common type of canopy structure were identified and analysis due to wind load. Type A is 3m x 3m and Type B is 6m x 6m. The canopy was imposed with two different major direction of wind load. From the result type A canopy will possibility fail at 11 m/s while type B at 13 m/s. Therefore this result information can be use to mitigate the risk of failure on canopy structures due to wind load. 2014-07 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/10246/1/MUHAMMAD%20ARIFIN%20BIN%20RAMLI.PDF Muhammad Arifin, Ramli (2014) Damage to temporary canopy structure by wind load. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84659&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
topic TJ Mechanical engineering and machinery
spellingShingle TJ Mechanical engineering and machinery
Muhammad Arifin, Ramli
Damage to temporary canopy structure by wind load
description Numbers of incidents regarding the failure of the temporary structure were widely reported due to the windstorm in Malaysia. The incidents cause injuries and fatalities to people. The canopy structure is one of the temporary structures that widely used in Malaysian surroundings during the small occasion ceremony. Due to the lack of information, mitigation of this kind of hazard is tough to be mitigated. The most important parameter is the potential wind speed that can cause the failure to the canopy. Previous study conducted this structures can be classified as free standing canopy structures. However there are no specific studies conducted for common canopy used in Malaysia. Two common type of canopy structure were identified and analysis due to wind load. Type A is 3m x 3m and Type B is 6m x 6m. The canopy was imposed with two different major direction of wind load. From the result type A canopy will possibility fail at 11 m/s while type B at 13 m/s. Therefore this result information can be use to mitigate the risk of failure on canopy structures due to wind load.
format Undergraduates Project Papers
author Muhammad Arifin, Ramli
author_facet Muhammad Arifin, Ramli
author_sort Muhammad Arifin, Ramli
title Damage to temporary canopy structure by wind load
title_short Damage to temporary canopy structure by wind load
title_full Damage to temporary canopy structure by wind load
title_fullStr Damage to temporary canopy structure by wind load
title_full_unstemmed Damage to temporary canopy structure by wind load
title_sort damage to temporary canopy structure by wind load
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/10246/
http://umpir.ump.edu.my/id/eprint/10246/
http://umpir.ump.edu.my/id/eprint/10246/1/MUHAMMAD%20ARIFIN%20BIN%20RAMLI.PDF
first_indexed 2023-09-18T22:09:39Z
last_indexed 2023-09-18T22:09:39Z
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