Lateral stability of high-rise building

Structural systems for tall buildings have undergone a dramatic evolution throughout the previous decade and into the 2000s. Developments in structural system form and organization have historically been realized as a response to as well as an momentum toward emerging architectural trends in high-ri...

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Main Author: Gan, Ming Ong
Format: Thesis
Language:English
Published: 2005
Subjects:
Online Access:http://eprints.utm.my/4786/
http://eprints.utm.my/4786/1/GanMingOngMFKA2005.pdf
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author Gan, Ming Ong
author_facet Gan, Ming Ong
author_sort Gan, Ming Ong
building UTeM Institutional Repository
collection Online Access
description Structural systems for tall buildings have undergone a dramatic evolution throughout the previous decade and into the 2000s. Developments in structural system form and organization have historically been realized as a response to as well as an momentum toward emerging architectural trends in high-rise building design. Traditionally, the primary concern of the structural engineer designing a building has been the provision of a structurally safe and adequate system to support the vertical loads. This is understandable since the vertical load-resisting capability of a building is its reason for existence. However, this is only true for the buildings involved if they were not too high, were not in seismic zones, or were constructed with adequate built-in safety margins in the form of substantial nonstructural masonry walls and partitions. For all the high-rise buildings, it is essential to take into account the lateral forces such as wind loads, seismic inertia-forces, blast loads, etc. to ensure the stability of buildings.
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spelling utm-47862018-02-28T06:47:03Z http://eprints.utm.my/4786/ Lateral stability of high-rise building Gan, Ming Ong TH Building construction TA Engineering (General). Civil engineering (General) Structural systems for tall buildings have undergone a dramatic evolution throughout the previous decade and into the 2000s. Developments in structural system form and organization have historically been realized as a response to as well as an momentum toward emerging architectural trends in high-rise building design. Traditionally, the primary concern of the structural engineer designing a building has been the provision of a structurally safe and adequate system to support the vertical loads. This is understandable since the vertical load-resisting capability of a building is its reason for existence. However, this is only true for the buildings involved if they were not too high, were not in seismic zones, or were constructed with adequate built-in safety margins in the form of substantial nonstructural masonry walls and partitions. For all the high-rise buildings, it is essential to take into account the lateral forces such as wind loads, seismic inertia-forces, blast loads, etc. to ensure the stability of buildings. 2005-04 Thesis NonPeerReviewed application/pdf en http://eprints.utm.my/4786/1/GanMingOngMFKA2005.pdf Gan, Ming Ong (2005) Lateral stability of high-rise building. Masters thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
spellingShingle TH Building construction
TA Engineering (General). Civil engineering (General)
Gan, Ming Ong
Lateral stability of high-rise building
title Lateral stability of high-rise building
title_full Lateral stability of high-rise building
title_fullStr Lateral stability of high-rise building
title_full_unstemmed Lateral stability of high-rise building
title_short Lateral stability of high-rise building
title_sort lateral stability of high-rise building
topic TH Building construction
TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/4786/
http://eprints.utm.my/4786/1/GanMingOngMFKA2005.pdf