Flexural behaviour of irregular flat plate floors

The flexural behaviour of reinforced concrete flat plates with irregular column layout was analyzed by using elastic finite element analysis. Two sets of specimens, S7C and Manchester Slabs, were selected for this study. The effect of reinforcement’s direction and torsional moments on moment capacit...

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Main Author: Khoh, Tio Ching.
Other Authors: Teng Susanto
Format: Final Year Project
Language:English
Published: 2009
Subjects:
Online Access:http://hdl.handle.net/10356/15891
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-158912023-03-03T17:03:37Z Flexural behaviour of irregular flat plate floors Khoh, Tio Ching. Teng Susanto School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The flexural behaviour of reinforced concrete flat plates with irregular column layout was analyzed by using elastic finite element analysis. Two sets of specimens, S7C and Manchester Slabs, were selected for this study. The effect of reinforcement’s direction and torsional moments on moment capacities of flat plates were investigated. The results showed that there is a good correlation among experimental moments, design moment capacities and calculated moments. A systematic method to design reinforced concrete flat plates with irregular column layout was proposed in this report. Bachelor of Engineering (Civil) 2009-05-18T08:36:16Z 2009-05-18T08:36:16Z 2009 2009 Final Year Project (FYP) http://hdl.handle.net/10356/15891 en Nanyang Technological University 70 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
Khoh, Tio Ching.
Flexural behaviour of irregular flat plate floors
description The flexural behaviour of reinforced concrete flat plates with irregular column layout was analyzed by using elastic finite element analysis. Two sets of specimens, S7C and Manchester Slabs, were selected for this study. The effect of reinforcement’s direction and torsional moments on moment capacities of flat plates were investigated. The results showed that there is a good correlation among experimental moments, design moment capacities and calculated moments. A systematic method to design reinforced concrete flat plates with irregular column layout was proposed in this report.
author2 Teng Susanto
author_facet Teng Susanto
Khoh, Tio Ching.
format Final Year Project
author Khoh, Tio Ching.
author_sort Khoh, Tio Ching.
title Flexural behaviour of irregular flat plate floors
title_short Flexural behaviour of irregular flat plate floors
title_full Flexural behaviour of irregular flat plate floors
title_fullStr Flexural behaviour of irregular flat plate floors
title_full_unstemmed Flexural behaviour of irregular flat plate floors
title_sort flexural behaviour of irregular flat plate floors
publishDate 2009
url http://hdl.handle.net/10356/15891
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