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To investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in KL city centre

The design and construction techniques of tall building structure have been evolved and improving throughout the past. In today's modern world, improvement on construction materials, development of new structural systems and the usage of structural software have all significantly contributed...

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Main Author: Lhn , Ming Seong
Format: Final Year Project
Language:English
Published: Universiti Teknologi Petronas 2004
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://utpedia.utp.edu.my/7817/1/2004%20-%20To%20investigate%20the%20effective%20structural%20system%20for%20high-rise%20building%20design%20of%20height.pdf
http://utpedia.utp.edu.my/7817/
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spelling my-utp-utpedia.78172017-01-25T09:46:49Z http://utpedia.utp.edu.my/7817/ To investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in KL city centre Lhn , Ming Seong TA Engineering (General). Civil engineering (General) The design and construction techniques of tall building structure have been evolved and improving throughout the past. In today's modern world, improvement on construction materials, development of new structural systems and the usage of structural software have all significantly contributed to the effectiveness of tall building design. This analytical study was carried out to investigate the influence of various parameters on the design of tall building structures of 200 to 250 m height. The influencing parameters include the effects of various concrete grades, such as grade 50, 60 and 80 as well as effectiveness of the structural system based on rigid frame system and the shear wall system. The analysis was carried out using structural software STAAD.PRO 2002. Based on analytical and structural design results as well as obtained from computer analysis, higher concrete grade resulted in appreciable reduction in the vertical member sizes such as column dimensions and the shear wall thickness. Although analytical values ofmaximum drift at the roof level was obtained within permissible limit for rigid frame, however shear wall structural system has shown a lower value of the maximum drift at the roof level. In studying the shear wall system, three different configurations andarrangement of walls were considered, which also affected themaximum drift. Universiti Teknologi Petronas 2004-12 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/7817/1/2004%20-%20To%20investigate%20the%20effective%20structural%20system%20for%20high-rise%20building%20design%20of%20height.pdf Lhn , Ming Seong (2004) To investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in KL city centre. 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)
Lhn , Ming Seong
To investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in KL city centre
description The design and construction techniques of tall building structure have been evolved and improving throughout the past. In today's modern world, improvement on construction materials, development of new structural systems and the usage of structural software have all significantly contributed to the effectiveness of tall building design. This analytical study was carried out to investigate the influence of various parameters on the design of tall building structures of 200 to 250 m height. The influencing parameters include the effects of various concrete grades, such as grade 50, 60 and 80 as well as effectiveness of the structural system based on rigid frame system and the shear wall system. The analysis was carried out using structural software STAAD.PRO 2002. Based on analytical and structural design results as well as obtained from computer analysis, higher concrete grade resulted in appreciable reduction in the vertical member sizes such as column dimensions and the shear wall thickness. Although analytical values ofmaximum drift at the roof level was obtained within permissible limit for rigid frame, however shear wall structural system has shown a lower value of the maximum drift at the roof level. In studying the shear wall system, three different configurations andarrangement of walls were considered, which also affected themaximum drift.
format Final Year Project
author Lhn , Ming Seong
author_facet Lhn , Ming Seong
author_sort Lhn , Ming Seong
title To investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in KL city centre
title_short To investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in KL city centre
title_full To investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in KL city centre
title_fullStr To investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in KL city centre
title_full_unstemmed To investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in KL city centre
title_sort to investigate the effective structural system for high-rise building design of height between 200m to 250m and subjected to wind conditions in kl city centre
publisher Universiti Teknologi Petronas
publishDate 2004
url http://utpedia.utp.edu.my/7817/1/2004%20-%20To%20investigate%20the%20effective%20structural%20system%20for%20high-rise%20building%20design%20of%20height.pdf
http://utpedia.utp.edu.my/7817/
_version_ 1739831509681963008
score 13.211869

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