Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners

This thesis presents experimental and numerical investigations of fixed-ended cold-formed steel channel columns with complex-stiffeners. The complex stiffeners of the sections consist of simple lips with return lips. The channels are considered as thin-walled structural members. A series of channel...

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Main Author: Yan, Jintang
Other Authors: Young, Ben
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/12143
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-121432023-03-03T19:24:20Z Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners Yan, Jintang Young, Ben School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design This thesis presents experimental and numerical investigations of fixed-ended cold-formed steel channel columns with complex-stiffeners. The complex stiffeners of the sections consist of simple lips with return lips. The channels are considered as thin-walled structural members. A series of channel columns with complex stiffeners having four different cross-section size were tested over a range of column lengths. Master of Engineering (CEE) 2008-09-25T06:38:26Z 2008-09-25T06:38:26Z 2002 2002 Thesis http://hdl.handle.net/10356/12143 en Nanyang Technological University 236 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Yan, Jintang
Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners
description This thesis presents experimental and numerical investigations of fixed-ended cold-formed steel channel columns with complex-stiffeners. The complex stiffeners of the sections consist of simple lips with return lips. The channels are considered as thin-walled structural members. A series of channel columns with complex stiffeners having four different cross-section size were tested over a range of column lengths.
author2 Young, Ben
author_facet Young, Ben
Yan, Jintang
format Theses and Dissertations
author Yan, Jintang
author_sort Yan, Jintang
title Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners
title_short Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners
title_full Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners
title_fullStr Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners
title_full_unstemmed Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners
title_sort behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners
publishDate 2008
url http://hdl.handle.net/10356/12143
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