The optimum location of outrigger in reducing the along-wind and across-wind responses

Outrigger is one of the many tall building structural systems that are used to reduce the building responses to wind. However, it is not known where the outrigger should be placed so that the responses of the tall building due to wind can be minimized. Thus, 64-story reinforced concrete buildings wi...

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Main Authors: Abd. Samal, Roslinda, Mohd. Ali, Nasty, Marsono , Abdul Kadir
Format: Article
Language:English
Published: Faculty of Civil Engineering, Universiti Teknologi Malaysia 2008
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Online Access:http://eprints.utm.my/id/eprint/8524/1/RoslidaAbdSamat2008_TheOptimumLocationofOuttrigger.pdf
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spelling my.utm.85242010-08-18T02:22:29Z http://eprints.utm.my/id/eprint/8524/ The optimum location of outrigger in reducing the along-wind and across-wind responses Abd. Samal, Roslinda Mohd. Ali, Nasty Marsono , Abdul Kadir TA Engineering (General). Civil engineering (General) Outrigger is one of the many tall building structural systems that are used to reduce the building responses to wind. However, it is not known where the outrigger should be placed so that the responses of the tall building due to wind can be minimized. Thus, 64-story reinforced concrete buildings with the ratio of height to the breadth of 6:1 are studied in order to determine the optimum location to construct the outriggers to minimize the along-wind and across-wind responses. Buildings with different location of outriggers are analysed by a structural analysis software in order to determine the natural frequencies and eigenvectors in the along-wind and across-wind direction. The along-wind responses are determined by employing the procedures from the ASCE 7-02 while the across-wind responses of the buildings are calculated based on the procedures and wind tunnel data available in a data base of aerodynamic load. The database is comprised of high-frequency base balance measurements on a host of isolated tall buildings models. Results from the analysis shows that the optimum location to construct the outriggers is between one third to two third of the height of the building Faculty of Civil Engineering, Universiti Teknologi Malaysia 2008 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/8524/1/RoslidaAbdSamat2008_TheOptimumLocationofOuttrigger.pdf Abd. Samal, Roslinda and Mohd. Ali, Nasty and Marsono , Abdul Kadir (2008) The optimum location of outrigger in reducing the along-wind and across-wind responses. Malaysian Journal of Civil Engineering, 20 (2). pp. 223-241. ISSN 1823-7843 http://web.utm.my/ipasa/index.php?option=content&task=view&id=734&Itemid
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Abd. Samal, Roslinda
Mohd. Ali, Nasty
Marsono , Abdul Kadir
The optimum location of outrigger in reducing the along-wind and across-wind responses
description Outrigger is one of the many tall building structural systems that are used to reduce the building responses to wind. However, it is not known where the outrigger should be placed so that the responses of the tall building due to wind can be minimized. Thus, 64-story reinforced concrete buildings with the ratio of height to the breadth of 6:1 are studied in order to determine the optimum location to construct the outriggers to minimize the along-wind and across-wind responses. Buildings with different location of outriggers are analysed by a structural analysis software in order to determine the natural frequencies and eigenvectors in the along-wind and across-wind direction. The along-wind responses are determined by employing the procedures from the ASCE 7-02 while the across-wind responses of the buildings are calculated based on the procedures and wind tunnel data available in a data base of aerodynamic load. The database is comprised of high-frequency base balance measurements on a host of isolated tall buildings models. Results from the analysis shows that the optimum location to construct the outriggers is between one third to two third of the height of the building
format Article
author Abd. Samal, Roslinda
Mohd. Ali, Nasty
Marsono , Abdul Kadir
author_facet Abd. Samal, Roslinda
Mohd. Ali, Nasty
Marsono , Abdul Kadir
author_sort Abd. Samal, Roslinda
title The optimum location of outrigger in reducing the along-wind and across-wind responses
title_short The optimum location of outrigger in reducing the along-wind and across-wind responses
title_full The optimum location of outrigger in reducing the along-wind and across-wind responses
title_fullStr The optimum location of outrigger in reducing the along-wind and across-wind responses
title_full_unstemmed The optimum location of outrigger in reducing the along-wind and across-wind responses
title_sort optimum location of outrigger in reducing the along-wind and across-wind responses
publisher Faculty of Civil Engineering, Universiti Teknologi Malaysia
publishDate 2008
url http://eprints.utm.my/id/eprint/8524/1/RoslidaAbdSamat2008_TheOptimumLocationofOuttrigger.pdf
http://eprints.utm.my/id/eprint/8524/
http://web.utm.my/ipasa/index.php?option=content&task=view&id=734&Itemid
_version_ 1643645008860938240
score 13.211869