Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns

The analytical studies conducted in this research have contributed to a better understanding of the behaviour of inelastic columns, particularly the development of moment shedding and redistribution of moments at the ultimate load levels. It is been that, as a result of the redistribution of moment,...

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Main Authors: Abd. Rahman, Ahmad Baharuddin, Saim, Abd. Aziz, Md. Tahir, Mahmood, Mohammad, Shahrin
Format: Monograph
Language:English
Published: Universiti Teknologi Malaysia 2001
Subjects:
Online Access:http://eprints.utm.my/2839/1/71645.pdf
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author Abd. Rahman, Ahmad Baharuddin
Saim, Abd. Aziz
Md. Tahir, Mahmood
Mohammad, Shahrin
author_facet Abd. Rahman, Ahmad Baharuddin
Saim, Abd. Aziz
Md. Tahir, Mahmood
Mohammad, Shahrin
author_sort Abd. Rahman, Ahmad Baharuddin
collection ePrints
description The analytical studies conducted in this research have contributed to a better understanding of the behaviour of inelastic columns, particularly the development of moment shedding and redistribution of moments at the ultimate load levels. It is been that, as a result of the redistribution of moment, the beams and columns can be treated as isolated members. The beams can be designed as simply supported with a certain degree of end restraint moment to incorporate the effects of semi-rigid connections and the beam-columns as axially loaded. The understanding of the true behaviour of inelastic columns has enabled the development of the simplified design method of semi-rigid non-sway frames. A straightforward method of designing low rise multi-storey buildings for simple, semi-rigid and rigid non-sway frames is known as the αpin approach. The αpin design method has been developed based on the response of loss of stiffness and the phenomenon of moment shedding occurring in the beam-columns.
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spelling utm.eprints-28392017-07-26T04:32:06Z http://eprints.utm.my/2839/ Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns Abd. Rahman, Ahmad Baharuddin Saim, Abd. Aziz Md. Tahir, Mahmood Mohammad, Shahrin TH Building construction TA Engineering (General). Civil engineering (General) The analytical studies conducted in this research have contributed to a better understanding of the behaviour of inelastic columns, particularly the development of moment shedding and redistribution of moments at the ultimate load levels. It is been that, as a result of the redistribution of moment, the beams and columns can be treated as isolated members. The beams can be designed as simply supported with a certain degree of end restraint moment to incorporate the effects of semi-rigid connections and the beam-columns as axially loaded. The understanding of the true behaviour of inelastic columns has enabled the development of the simplified design method of semi-rigid non-sway frames. A straightforward method of designing low rise multi-storey buildings for simple, semi-rigid and rigid non-sway frames is known as the αpin approach. The αpin design method has been developed based on the response of loss of stiffness and the phenomenon of moment shedding occurring in the beam-columns. Universiti Teknologi Malaysia 2001-12-31 Monograph NonPeerReviewed application/pdf en http://eprints.utm.my/2839/1/71645.pdf Abd. Rahman, Ahmad Baharuddin and Saim, Abd. Aziz and Md. Tahir, Mahmood and Mohammad, Shahrin (2001) Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns. Project Report. Universiti Teknologi Malaysia. (Unpublished)
spellingShingle TH Building construction
TA Engineering (General). Civil engineering (General)
Abd. Rahman, Ahmad Baharuddin
Saim, Abd. Aziz
Md. Tahir, Mahmood
Mohammad, Shahrin
Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns
title Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns
title_full Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns
title_fullStr Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns
title_full_unstemmed Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns
title_short Analytical studies of the behaviour of semi-rigid non-sway frames with tubular columns
title_sort analytical studies of the behaviour of semi rigid non sway frames with tubular columns
topic TH Building construction
TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/2839/1/71645.pdf
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