Shear strength prediction of deep beams using strut-and-tie method

The main objective of the study was to predict the ultimate shear strength of reinforced concrete deep beams using a proposed analytical strut-and-tie model and finite element method. Many of the current design codes of practice are still based on empirical equations and are conservative, therefore...

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Bibliographic Details
Main Author:	Wong, Shirley Chin Ling.
Other Authors:	Ting, Seng Kiong
Format:	Theses and Dissertations
Language:	English
Published:	2008
Subjects:	DRNTU::Engineering::Civil engineering::Structures and design
Online Access:	http://hdl.handle.net/10356/12105
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Institution:	Nanyang Technological University
Language:	English

id	sg-ntu-dr.10356-12105
record_format	dspace
spelling	sg-ntu-dr.10356-121052023-03-03T19:35:31Z Shear strength prediction of deep beams using strut-and-tie method Wong, Shirley Chin Ling. Ting, Seng Kiong School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Structures and design The main objective of the study was to predict the ultimate shear strength of reinforced concrete deep beams using a proposed analytical strut-and-tie model and finite element method. Many of the current design codes of practice are still based on empirical equations and are conservative, therefore there is a need to provide a simple and analytical method to predict the shear strength of deep beams. Master of Engineering (CEE) 2008-09-25T06:37:15Z 2008-09-25T06:37:15Z 2003 2003 Thesis http://hdl.handle.net/10356/12105 en Nanyang Technological University 155 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 Wong, Shirley Chin Ling. Shear strength prediction of deep beams using strut-and-tie method
description	The main objective of the study was to predict the ultimate shear strength of reinforced concrete deep beams using a proposed analytical strut-and-tie model and finite element method. Many of the current design codes of practice are still based on empirical equations and are conservative, therefore there is a need to provide a simple and analytical method to predict the shear strength of deep beams.
author2	Ting, Seng Kiong
author_facet	Ting, Seng Kiong Wong, Shirley Chin Ling.
format	Theses and Dissertations
author	Wong, Shirley Chin Ling.
author_sort	Wong, Shirley Chin Ling.
title	Shear strength prediction of deep beams using strut-and-tie method
title_short	Shear strength prediction of deep beams using strut-and-tie method
title_full	Shear strength prediction of deep beams using strut-and-tie method
title_fullStr	Shear strength prediction of deep beams using strut-and-tie method
title_full_unstemmed	Shear strength prediction of deep beams using strut-and-tie method
title_sort	shear strength prediction of deep beams using strut-and-tie method
publishDate	2008
url	http://hdl.handle.net/10356/12105
_version_	1759857552326131712

Shear strength prediction of deep beams using strut-and-tie method

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