Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections

In this research, an innovative frame configuration system, whereby the connections are to be relocated on the beam at a distance away from the column faces, has been suggested in attempt to avoid the coincidence with the inherent plastic hinge regions (column face) under seismic conditions.

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Bibliographic Details
Main Author: Khoo, Jyh Hao.
Other Authors: Li, Bing
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:http://hdl.handle.net/10356/11854
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Institution: Nanyang Technological University
Language: English
id sg-ntu-dr.10356-11854
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spelling sg-ntu-dr.10356-118542023-03-03T19:12:55Z Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections Khoo, Jyh Hao. Li, Bing School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design In this research, an innovative frame configuration system, whereby the connections are to be relocated on the beam at a distance away from the column faces, has been suggested in attempt to avoid the coincidence with the inherent plastic hinge regions (column face) under seismic conditions. Master of Engineering (CEE) 2008-09-25T06:30:50Z 2008-09-25T06:30:50Z 2003 2003 Thesis http://hdl.handle.net/10356/11854 en Nanyang Technological University 330 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
Khoo, Jyh Hao.
Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections
description In this research, an innovative frame configuration system, whereby the connections are to be relocated on the beam at a distance away from the column faces, has been suggested in attempt to avoid the coincidence with the inherent plastic hinge regions (column face) under seismic conditions.
author2 Li, Bing
author_facet Li, Bing
Khoo, Jyh Hao.
format Theses and Dissertations
author Khoo, Jyh Hao.
author_sort Khoo, Jyh Hao.
title Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections
title_short Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections
title_full Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections
title_fullStr Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections
title_full_unstemmed Experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections
title_sort experimental and analytical studies on seismic behaviour of precast concrete moment-resisting frames with beam-to-beam connections
publishDate 2008
url http://hdl.handle.net/10356/11854
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