Behaviour of precast hybrid steel/concrete joints

The research work in this thesis consists of two major parts. Firstly, the loadcarrying mechanism of the composite beams was explained using an "arch mechanism". The moment-rotation relationship of the composite joint was modelled using an "component approach". It is a well-k...

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Bibliographic Details
Main Author:	Guah, Eng Hock.
Other Authors:	Yip, Woon Kwong
Format:	Theses and Dissertations
Language:	English
Published:	2008
Subjects:	DRNTU::Engineering::Civil engineering::Structures and design
Online Access:	http://hdl.handle.net/10356/12248
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Institution:	Nanyang Technological University
Language:	English

id	sg-ntu-dr.10356-12248
record_format	dspace
spelling	sg-ntu-dr.10356-122482023-03-03T19:23:15Z Behaviour of precast hybrid steel/concrete joints Guah, Eng Hock. Yip, Woon Kwong School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design The research work in this thesis consists of two major parts. Firstly, the loadcarrying mechanism of the composite beams was explained using an "arch mechanism". The moment-rotation relationship of the composite joint was modelled using an "component approach". It is a well-known fact that the idealisations of either fully pin or fully rigid connection behaviour is truly uneconomical though it facilitates the analysis process. Doctor of Philosophy (CSE) 2008-09-25T06:41:32Z 2008-09-25T06:41:32Z 1999 1999 Thesis http://hdl.handle.net/10356/12248 en Nanyang Technological University 315 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 Guah, Eng Hock. Behaviour of precast hybrid steel/concrete joints
description	The research work in this thesis consists of two major parts. Firstly, the loadcarrying mechanism of the composite beams was explained using an "arch mechanism". The moment-rotation relationship of the composite joint was modelled using an "component approach". It is a well-known fact that the idealisations of either fully pin or fully rigid connection behaviour is truly uneconomical though it facilitates the analysis process.
author2	Yip, Woon Kwong
author_facet	Yip, Woon Kwong Guah, Eng Hock.
format	Theses and Dissertations
author	Guah, Eng Hock.
author_sort	Guah, Eng Hock.
title	Behaviour of precast hybrid steel/concrete joints
title_short	Behaviour of precast hybrid steel/concrete joints
title_full	Behaviour of precast hybrid steel/concrete joints
title_fullStr	Behaviour of precast hybrid steel/concrete joints
title_full_unstemmed	Behaviour of precast hybrid steel/concrete joints
title_sort	behaviour of precast hybrid steel/concrete joints
publishDate	2008
url	http://hdl.handle.net/10356/12248
_version_	1759855938777382912

Behaviour of precast hybrid steel/concrete joints

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