ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS

ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS

Strengthening of reinforced concrete (RC) and other structures using fibre reinforced polymer (FRP) composites has become very popular in the last two decades. This has been due to both the needs for maintaining and upgrading essential infrastructure in all parts of the world, and the well-known...

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Main Author: YIN, HOR
Format: Thesis
Language:English
Published: 2014
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://utpedia.utp.edu.my/21175/1/2014-CIVIL-ANALYTICAL%20TRUSS%20MODELS%20OF%20FRP%20SHEAR%20STRENGHTENED%20REINFORCED%20CONCRETE%20BEAMS%20WITHOUT%20STIRRUPS-YIN%20HOR.pdf
http://utpedia.utp.edu.my/21175/
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Institution: Universiti Teknologi Petronas
Language: English
id my-utp-utpedia.21175
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spelling my-utp-utpedia.211752021-09-16T00:37:36Z http://utpedia.utp.edu.my/21175/ ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS YIN, HOR TA Engineering (General). Civil engineering (General) Strengthening of reinforced concrete (RC) and other structures using fibre reinforced polymer (FRP) composites has become very popular in the last two decades. This has been due to both the needs for maintaining and upgrading essential infrastructure in all parts of the world, and the well-known advantages of FRP composites including both good corrosion resistance and ease for site handling due to their light weight. The continuous reduction in the material cost of FRP composites has also contributed to their popularity. 2014-02 Thesis NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/21175/1/2014-CIVIL-ANALYTICAL%20TRUSS%20MODELS%20OF%20FRP%20SHEAR%20STRENGHTENED%20REINFORCED%20CONCRETE%20BEAMS%20WITHOUT%20STIRRUPS-YIN%20HOR.pdf YIN, HOR (2014) ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS. Masters thesis, Universiti Teknologi PETRONAS.
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
YIN, HOR
ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS
description Strengthening of reinforced concrete (RC) and other structures using fibre reinforced polymer (FRP) composites has become very popular in the last two decades. This has been due to both the needs for maintaining and upgrading essential infrastructure in all parts of the world, and the well-known advantages of FRP composites including both good corrosion resistance and ease for site handling due to their light weight. The continuous reduction in the material cost of FRP composites has also contributed to their popularity.
format Thesis
author YIN, HOR
author_facet YIN, HOR
author_sort YIN, HOR
title ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS
title_short ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS
title_full ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS
title_fullStr ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS
title_full_unstemmed ANALYTICAL TRUSS MODELS OF FRP SHEAR STRENGTHENED REINFORCED CONCRETE BEAMS WITHOUT STIRRUPS
title_sort analytical truss models of frp shear strengthened reinforced concrete beams without stirrups
publishDate 2014
url http://utpedia.utp.edu.my/21175/1/2014-CIVIL-ANALYTICAL%20TRUSS%20MODELS%20OF%20FRP%20SHEAR%20STRENGHTENED%20REINFORCED%20CONCRETE%20BEAMS%20WITHOUT%20STIRRUPS-YIN%20HOR.pdf
http://utpedia.utp.edu.my/21175/
_version_ 1739832843015553024

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