Punching shear capacity of high strength concrete slabs without shear reinforcements

In the past decades, there had been numerous studies on the punching shear strength of normal reinforced concrete slabs. However, insufficient studies on high strength concrete have been made. This report presents the analytical study on the punching shear strength near the interior...

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Main Author: Tan, Mandy.
Other Authors: Teng Susanto
Format: Final Year Project
Language:English
Published: 2012
Subjects:
Online Access:http://hdl.handle.net/10356/49228
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-492282023-03-03T17:14:47Z Punching shear capacity of high strength concrete slabs without shear reinforcements Tan, Mandy. Teng Susanto School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design In the past decades, there had been numerous studies on the punching shear strength of normal reinforced concrete slabs. However, insufficient studies on high strength concrete have been made. This report presents the analytical study on the punching shear strength near the interior column of reinforced high strength concrete flat slabs without shear reinforcement. The purpose of this report is to analyze and investigate factors that affect the punching shear strength of normal and high strength concrete slabs and the adequacy of building standards such as ACI-318. Bachelor of Engineering (Civil) 2012-05-16T03:55:28Z 2012-05-16T03:55:28Z 2012 2012 Final Year Project (FYP) http://hdl.handle.net/10356/49228 en Nanyang Technological University 60 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
Tan, Mandy.
Punching shear capacity of high strength concrete slabs without shear reinforcements
description In the past decades, there had been numerous studies on the punching shear strength of normal reinforced concrete slabs. However, insufficient studies on high strength concrete have been made. This report presents the analytical study on the punching shear strength near the interior column of reinforced high strength concrete flat slabs without shear reinforcement. The purpose of this report is to analyze and investigate factors that affect the punching shear strength of normal and high strength concrete slabs and the adequacy of building standards such as ACI-318.
author2 Teng Susanto
author_facet Teng Susanto
Tan, Mandy.
format Final Year Project
author Tan, Mandy.
author_sort Tan, Mandy.
title Punching shear capacity of high strength concrete slabs without shear reinforcements
title_short Punching shear capacity of high strength concrete slabs without shear reinforcements
title_full Punching shear capacity of high strength concrete slabs without shear reinforcements
title_fullStr Punching shear capacity of high strength concrete slabs without shear reinforcements
title_full_unstemmed Punching shear capacity of high strength concrete slabs without shear reinforcements
title_sort punching shear capacity of high strength concrete slabs without shear reinforcements
publishDate 2012
url http://hdl.handle.net/10356/49228
_version_ 1759854999658037248