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Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3

Steel frames can be designed as simple, semi-continuous, and continuous construction. However, these types of constructions depend on the type of connections used. Connections are usually classified in design as pinned which is associated with simple construction or rigid which is associated with co...

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Main Authors: Taher, T. Y., Md. Tahir, Mahmood, Sulaiman, Arizu, Shek, Poingian, Saggaff, Anis
Format: Article
Language:English
Published: Penerbit UTM Press 2015
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.utm.my/id/eprint/55563/1/MahmoodMdTahir2015_SteelWeightSavingDevelopFromSemiContinuous.pdf
http://eprints.utm.my/id/eprint/55563/
http://dx.doi.org/10.11113/jt.v77.6401
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spelling my.utm.555632017-11-01T04:17:07Z http://eprints.utm.my/id/eprint/55563/ Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3 Taher, T. Y. Md. Tahir, Mahmood Sulaiman, Arizu Shek, Poingian Saggaff, Anis TA Engineering (General). Civil engineering (General) Steel frames can be designed as simple, semi-continuous, and continuous construction. However, these types of constructions depend on the type of connections used. Connections are usually classified in design as pinned which is associated with simple construction or rigid which is associated with continuous construction. However, the actual behaviour in most cases is classified as semi-rigid connections or partial strength. The semi-rigid connections usually associated with the stiffness of the connection while the strength of this connection usually associated with partial strength. The use of semi-rigid connection has been encouraged by Euro-code 3 and studies on the matter known as semi-continuous construction have proven that substantial savings in steel weight of the overall construction. A series of parametric studies on two bays of two, four, six, and eight storey of multi-storey braced steel frame are presented in this paper. All frames are designed using S275 steel and flush end-plate connection was used as connection for semi-continuous construction whereas fin plate connection was used for simple construction. The frames are designed both as simple construction and semi-continuous construction and the steel weight of the frames was calculated and compared. From the parametric study it was found that by using partial strength connection the saving in steel weight of the frames is in the range of 11.5% to 22.5% of the total steel weight of the frames. Penerbit UTM Press 2015 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/55563/1/MahmoodMdTahir2015_SteelWeightSavingDevelopFromSemiContinuous.pdf Taher, T. Y. and Md. Tahir, Mahmood and Sulaiman, Arizu and Shek, Poingian and Saggaff, Anis (2015) Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3. Jurnal Teknologi, 77 (16). pp. 67-73. ISSN 0127-9696 http://dx.doi.org/10.11113/jt.v77.6401 DOI:10.11113/jt.v77.6401
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Taher, T. Y.
Md. Tahir, Mahmood
Sulaiman, Arizu
Shek, Poingian
Saggaff, Anis
Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3
description Steel frames can be designed as simple, semi-continuous, and continuous construction. However, these types of constructions depend on the type of connections used. Connections are usually classified in design as pinned which is associated with simple construction or rigid which is associated with continuous construction. However, the actual behaviour in most cases is classified as semi-rigid connections or partial strength. The semi-rigid connections usually associated with the stiffness of the connection while the strength of this connection usually associated with partial strength. The use of semi-rigid connection has been encouraged by Euro-code 3 and studies on the matter known as semi-continuous construction have proven that substantial savings in steel weight of the overall construction. A series of parametric studies on two bays of two, four, six, and eight storey of multi-storey braced steel frame are presented in this paper. All frames are designed using S275 steel and flush end-plate connection was used as connection for semi-continuous construction whereas fin plate connection was used for simple construction. The frames are designed both as simple construction and semi-continuous construction and the steel weight of the frames was calculated and compared. From the parametric study it was found that by using partial strength connection the saving in steel weight of the frames is in the range of 11.5% to 22.5% of the total steel weight of the frames.
format Article
author Taher, T. Y.
Md. Tahir, Mahmood
Sulaiman, Arizu
Shek, Poingian
Saggaff, Anis
author_facet Taher, T. Y.
Md. Tahir, Mahmood
Sulaiman, Arizu
Shek, Poingian
Saggaff, Anis
author_sort Taher, T. Y.
title Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3
title_short Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3
title_full Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3
title_fullStr Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3
title_full_unstemmed Steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3
title_sort steel weight saving developed from semi-continuous construction in multi-storey braced steel frame based on euro-code 3
publisher Penerbit UTM Press
publishDate 2015
url http://eprints.utm.my/id/eprint/55563/1/MahmoodMdTahir2015_SteelWeightSavingDevelopFromSemiContinuous.pdf
http://eprints.utm.my/id/eprint/55563/
http://dx.doi.org/10.11113/jt.v77.6401
_version_ 1643653835000905728
score 13.244369

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