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Shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics

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Main Author: Ishak, Mohd. Yunus
Format: Thesis
Published: 2012
Subjects:
T Technology (General)
Online Access:http://eprints.utm.my/id/eprint/32504/
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spelling my.utm.325042017-08-14T08:20:42Z http://eprints.utm.my/id/eprint/32504/ Shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics Ishak, Mohd. Yunus T Technology (General) 2012 Thesis NonPeerReviewed Ishak, Mohd. Yunus (2012) Shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics. PhD thesis, Universiti Teknologi Malaysia, Faculty of Civil Engineering.
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/
topic T Technology (General)
spellingShingle T Technology (General)
Ishak, Mohd. Yunus
Shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics
format Thesis
author Ishak, Mohd. Yunus
author_facet Ishak, Mohd. Yunus
author_sort Ishak, Mohd. Yunus
title Shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics
title_short Shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics
title_full Shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics
title_fullStr Shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics
title_full_unstemmed Shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics
title_sort shear behaviour of reinforced concrete beams strengthened with carbon fibre reniforced polymer fabrics
publishDate 2012
url http://eprints.utm.my/id/eprint/32504/
_version_ 1643649060122394624
score 13.209306

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