Reinforcement-concrete ratio of building frames

The ratio of reinforcement-concrete is the measurement of reinforcement content in reinforced concrete. Higher the ratio means higher content of reinforcement in the reinforced concrete and it will increase the cost of the reinforced concrete frame. The objectives of this research are to determine t...

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Main Author: Tan, Chin Keng
Format: Conference or Workshop Item
Language:English
Published: 2010
Subjects:
Online Access:http://irep.iium.edu.my/2292/
http://irep.iium.edu.my/2292/
http://irep.iium.edu.my/2292/1/ICIEBM2010Paper%28TanChinKeng%29.pdf
id iium-2292
recordtype eprints
spelling iium-22922011-10-04T00:49:55Z http://irep.iium.edu.my/2292/ Reinforcement-concrete ratio of building frames Tan, Chin Keng TH845 Architectural engineering. Structural engineering of buildings The ratio of reinforcement-concrete is the measurement of reinforcement content in reinforced concrete. Higher the ratio means higher content of reinforcement in the reinforced concrete and it will increase the cost of the reinforced concrete frame. The objectives of this research are to determine the reinforcement-concrete ratio for the element of frame based on the categories of buildings which are 1 to 5 storey height and buildings which are more than five-storey height and whether there is significant difference in the reinforcement-concrete ratio for the element of frame between buildings of not more than fivestorey and more than five-storey height. Secondary data on the quantity of reinforcement and concrete for the element of frame are collected from the elemental cost analyses available at The Malaysian Surveyor (the professional journal of the Institution of Surveyors, Malaysia). The results of this research show that the mean reinforcement-concrete ratios for the building categories of 1 to 5 storey height and more than 5 storey height are 188.70kg.m3 and 242.23kg/m3 respectively. Findings of this research conclude that the buildings which are in the category of more than 5 storey height are having higher reinforcement concrete ratio compared to buildings which are in the category of 1 to 5 storey height and the difference is statistically significant. 2010-10-12 Conference or Workshop Item PeerReviewed application/pdf en http://irep.iium.edu.my/2292/1/ICIEBM2010Paper%28TanChinKeng%29.pdf Tan, Chin Keng (2010) Reinforcement-concrete ratio of building frames. In: The International Conference on Industrial Engineering and Business Management (ICIEBM), 12 - 13 October, 2010, Yogyakarta, Indonesia. http://ieee.web.id/2010/06/iciebm-2010-yogyakarta/
repository_type Digital Repository
institution_category Local University
institution International Islamic University Malaysia
building IIUM Repository
collection Online Access
language English
topic TH845 Architectural engineering. Structural engineering of buildings
spellingShingle TH845 Architectural engineering. Structural engineering of buildings
Tan, Chin Keng
Reinforcement-concrete ratio of building frames
description The ratio of reinforcement-concrete is the measurement of reinforcement content in reinforced concrete. Higher the ratio means higher content of reinforcement in the reinforced concrete and it will increase the cost of the reinforced concrete frame. The objectives of this research are to determine the reinforcement-concrete ratio for the element of frame based on the categories of buildings which are 1 to 5 storey height and buildings which are more than five-storey height and whether there is significant difference in the reinforcement-concrete ratio for the element of frame between buildings of not more than fivestorey and more than five-storey height. Secondary data on the quantity of reinforcement and concrete for the element of frame are collected from the elemental cost analyses available at The Malaysian Surveyor (the professional journal of the Institution of Surveyors, Malaysia). The results of this research show that the mean reinforcement-concrete ratios for the building categories of 1 to 5 storey height and more than 5 storey height are 188.70kg.m3 and 242.23kg/m3 respectively. Findings of this research conclude that the buildings which are in the category of more than 5 storey height are having higher reinforcement concrete ratio compared to buildings which are in the category of 1 to 5 storey height and the difference is statistically significant.
format Conference or Workshop Item
author Tan, Chin Keng
author_facet Tan, Chin Keng
author_sort Tan, Chin Keng
title Reinforcement-concrete ratio of building frames
title_short Reinforcement-concrete ratio of building frames
title_full Reinforcement-concrete ratio of building frames
title_fullStr Reinforcement-concrete ratio of building frames
title_full_unstemmed Reinforcement-concrete ratio of building frames
title_sort reinforcement-concrete ratio of building frames
publishDate 2010
url http://irep.iium.edu.my/2292/
http://irep.iium.edu.my/2292/
http://irep.iium.edu.my/2292/1/ICIEBM2010Paper%28TanChinKeng%29.pdf
first_indexed 2023-09-18T20:09:50Z
last_indexed 2023-09-18T20:09:50Z
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