Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman

The most critical stress concentration build-up in a tunnel-form construction is in the wall-slab connection at the first floor level. A total of twelve (12) wall-slab samples were cast, six (6) as anchorage connection and another six (6) as cross-bracing. All samples were tested under cyclic load u...

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Main Author: Abdul Rahman, Nurharniza
Format: Book Section
Language:English
Published: Institute of Graduate Studies, UiTM 2012
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Online Access:http://ir.uitm.edu.my/id/eprint/19148/1/ABS_NURHARNIZA%20ABDUL%20RAHMAN%20TDRA%20VOL%202%20IGS%2012.pdf
http://ir.uitm.edu.my/id/eprint/19148/
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Institution: Universiti Teknologi Mara
Language: English
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spelling my.uitm.ir.191482018-06-11T06:25:11Z http://ir.uitm.edu.my/id/eprint/19148/ Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman Abdul Rahman, Nurharniza Malaysia The most critical stress concentration build-up in a tunnel-form construction is in the wall-slab connection at the first floor level. A total of twelve (12) wall-slab samples were cast, six (6) as anchorage connection and another six (6) as cross-bracing. All samples were tested under cyclic load using displacement control; six (6) samples under lateral and the remaining six (6) under vertical. Hooked end steel fibres (SteFib) were added in the concrete mix and placed at various locations in the wallslab samples. Institute of Graduate Studies, UiTM 2012 Book Section PeerReviewed text en http://ir.uitm.edu.my/id/eprint/19148/1/ABS_NURHARNIZA%20ABDUL%20RAHMAN%20TDRA%20VOL%202%20IGS%2012.pdf Abdul Rahman, Nurharniza (2012) Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman. In: The Doctoral Research Abstracts. IPSis Biannual Publication, 2 (2). Institute of Graduate Studies, UiTM, Shah Alam.
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Malaysia
spellingShingle Malaysia
Abdul Rahman, Nurharniza
Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman
description The most critical stress concentration build-up in a tunnel-form construction is in the wall-slab connection at the first floor level. A total of twelve (12) wall-slab samples were cast, six (6) as anchorage connection and another six (6) as cross-bracing. All samples were tested under cyclic load using displacement control; six (6) samples under lateral and the remaining six (6) under vertical. Hooked end steel fibres (SteFib) were added in the concrete mix and placed at various locations in the wallslab samples.
format Book Section
author Abdul Rahman, Nurharniza
author_facet Abdul Rahman, Nurharniza
author_sort Abdul Rahman, Nurharniza
title Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman
title_short Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman
title_full Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman
title_fullStr Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman
title_full_unstemmed Performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / Nurharniza Abdul Rahman
title_sort performance of wall-slab connection enhanced with steel fibres under reversible cyclic load / nurharniza abdul rahman
publisher Institute of Graduate Studies, UiTM
publishDate 2012
url http://ir.uitm.edu.my/id/eprint/19148/1/ABS_NURHARNIZA%20ABDUL%20RAHMAN%20TDRA%20VOL%202%20IGS%2012.pdf
http://ir.uitm.edu.my/id/eprint/19148/
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