Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections

A structural design optimisation has been carried out to allow for asymmetry and fully tapered portal frames. The additional weight of an asymmetric structural shape was found to be on average 5–13% with additional photovoltaic (PV) loading having a negligible effect on the optimum design. It was al...

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Main Authors: McKinstray, R., Lim, J., Tanyimboh, T., Phan, D., Sha, W., Phan, Thanh Duoc
Format: Journal Article
Published: Pergamon 2016
Online Access:http://hdl.handle.net/20.500.11937/7189
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author McKinstray, R.
Lim, J.
Tanyimboh, T.
Phan, D.
Sha, W.
Phan, Thanh Duoc
author_facet McKinstray, R.
Lim, J.
Tanyimboh, T.
Phan, D.
Sha, W.
Phan, Thanh Duoc
author_sort McKinstray, R.
building Curtin Institutional Repository
collection Online Access
description A structural design optimisation has been carried out to allow for asymmetry and fully tapered portal frames. The additional weight of an asymmetric structural shape was found to be on average 5–13% with additional photovoltaic (PV) loading having a negligible effect on the optimum design. It was also shown that fabricated and tapered frames achieved an average percentage weight reduction of 9% and 11%, respectively, as compared to comparable hot-rolled steel frames. When the deflection limits recommended by the Steel Construction Institute were used, frames were shown to be deflection controlled with industrial limits yielding up to 40% saving.
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format Journal Article
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institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T06:15:06Z
publishDate 2016
publisher Pergamon
recordtype eprints
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spelling curtin-20.500.11937-71892017-01-30T10:58:16Z Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections McKinstray, R. Lim, J. Tanyimboh, T. Phan, D. Sha, W. Phan, Thanh Duoc A structural design optimisation has been carried out to allow for asymmetry and fully tapered portal frames. The additional weight of an asymmetric structural shape was found to be on average 5–13% with additional photovoltaic (PV) loading having a negligible effect on the optimum design. It was also shown that fabricated and tapered frames achieved an average percentage weight reduction of 9% and 11%, respectively, as compared to comparable hot-rolled steel frames. When the deflection limits recommended by the Steel Construction Institute were used, frames were shown to be deflection controlled with industrial limits yielding up to 40% saving. 2016 Journal Article http://hdl.handle.net/20.500.11937/7189 Pergamon restricted
spellingShingle McKinstray, R.
Lim, J.
Tanyimboh, T.
Phan, D.
Sha, W.
Phan, Thanh Duoc
Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections
title Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections
title_full Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections
title_fullStr Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections
title_full_unstemmed Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections
title_short Comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections
title_sort comparison of optimal designs of steel portal frames including topological asymmetry considering rolled, fabricated and tapered sections
url http://hdl.handle.net/20.500.11937/7189