Large-scale tests of hinged slender reinforced concrete columns under eccentric loading

Large-scale tests of hinged slender reinforced concrete columns under eccentric loading

Observations were made on the behaviour of the twenty six columns under loading, their failure modes and their maximum loads. The variables studied length: depth ratio, load-eccentricity : depth ratio, reinforcement percentage and concrete cube strength. The observed behaviour and failure modes of t...

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Main Authors: Chuang, Poon Hwei., Kong, Fung Kew.
Other Authors: School of Civil and Structural Engineering
Format: Research Report
Published: 2008
Subjects:
DRNTU::Engineering::Civil engineering::Structures and design
Online Access:http://hdl.handle.net/10356/8010
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Institution: Nanyang Technological University
id sg-ntu-dr.10356-8010
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spelling sg-ntu-dr.10356-80102023-03-03T16:47:02Z Large-scale tests of hinged slender reinforced concrete columns under eccentric loading Chuang, Poon Hwei. Kong, Fung Kew. School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design Observations were made on the behaviour of the twenty six columns under loading, their failure modes and their maximum loads. The variables studied length: depth ratio, load-eccentricity : depth ratio, reinforcement percentage and concrete cube strength. The observed behaviour and failure modes of the columns were described. RP 40/88 2008-09-19T01:03:41Z 2008-09-19T01:03:41Z 1994 1994 Research Report http://hdl.handle.net/10356/8010 Nanyang Technological University application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
topic DRNTU::Engineering::Civil engineering::Structures and design
spellingShingle DRNTU::Engineering::Civil engineering::Structures and design
Chuang, Poon Hwei.
Kong, Fung Kew.
Large-scale tests of hinged slender reinforced concrete columns under eccentric loading
description Observations were made on the behaviour of the twenty six columns under loading, their failure modes and their maximum loads. The variables studied length: depth ratio, load-eccentricity : depth ratio, reinforcement percentage and concrete cube strength. The observed behaviour and failure modes of the columns were described.
author2 School of Civil and Structural Engineering
author_facet School of Civil and Structural Engineering
Chuang, Poon Hwei.
Kong, Fung Kew.
format Research Report
author Chuang, Poon Hwei.
Kong, Fung Kew.
author_sort Chuang, Poon Hwei.
title Large-scale tests of hinged slender reinforced concrete columns under eccentric loading
title_short Large-scale tests of hinged slender reinforced concrete columns under eccentric loading
title_full Large-scale tests of hinged slender reinforced concrete columns under eccentric loading
title_fullStr Large-scale tests of hinged slender reinforced concrete columns under eccentric loading
title_full_unstemmed Large-scale tests of hinged slender reinforced concrete columns under eccentric loading
title_sort large-scale tests of hinged slender reinforced concrete columns under eccentric loading
publishDate 2008
url http://hdl.handle.net/10356/8010
_version_ 1759857973830615040

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