Behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading

This research was intended to investigate the behavior of reinforced concrete beam-column joints under cyclic loading. In consisted three parts. One part was an experimental study of interior eccentric beam-column joints, the second part was a parametric study of interior and exterior beam-column jo...

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Main Author: Zhou, Hua.
Other Authors: Teng, Susanto
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/12188
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-121882023-03-03T19:31:09Z Behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading Zhou, Hua. Teng, Susanto School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design This research was intended to investigate the behavior of reinforced concrete beam-column joints under cyclic loading. In consisted three parts. One part was an experimental study of interior eccentric beam-column joints, the second part was a parametric study of interior and exterior beam-column joints, and the last part was a numerical analysis of the effect of bond deterioration on the behavior of interior beam-column joints. Doctor of Philosophy (CEE) 2008-09-25T06:39:35Z 2008-09-25T06:39:35Z 2002 2002 Thesis http://hdl.handle.net/10356/12188 en Nanyang Technological University 305 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
Zhou, Hua.
Behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading
description This research was intended to investigate the behavior of reinforced concrete beam-column joints under cyclic loading. In consisted three parts. One part was an experimental study of interior eccentric beam-column joints, the second part was a parametric study of interior and exterior beam-column joints, and the last part was a numerical analysis of the effect of bond deterioration on the behavior of interior beam-column joints.
author2 Teng, Susanto
author_facet Teng, Susanto
Zhou, Hua.
format Theses and Dissertations
author Zhou, Hua.
author_sort Zhou, Hua.
title Behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading
title_short Behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading
title_full Behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading
title_fullStr Behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading
title_full_unstemmed Behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading
title_sort behavior of reinforced concrete eccentric and concentric beam-column joints under cyclic loading
publishDate 2008
url http://hdl.handle.net/10356/12188
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