Modelling of shear in post-tensioned brickwork cantilever fin walls

This paper describes a model scale investigation of the shear behaviour of post-tensioned brickwork cantilever fin walls. The developments of models to represent the critical region under shear are described. Details of reduced height test walls to simulate the actual forces and critical shear zone...

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Main Author: Shafii, Faridah
Format: Article
Language:English
Published: Fakulti Kejuruteraan Awam 1995
Subjects:
Online Access:http://eprints.utm.my/id/eprint/1015/1/FaridahShafii1995_ModellingofShearinPosttensionedbrickwork.PDF
http://eprints.utm.my/id/eprint/1015/
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spelling my.utm.10152012-09-05T08:33:41Z http://eprints.utm.my/id/eprint/1015/ Modelling of shear in post-tensioned brickwork cantilever fin walls Shafii, Faridah TG Bridge engineering This paper describes a model scale investigation of the shear behaviour of post-tensioned brickwork cantilever fin walls. The developments of models to represent the critical region under shear are described. Details of reduced height test walls to simulate the actual forces and critical shear zone are presented. It is concluded that the shear behaviour of prestressed walls can be studied by modelling at reduced scale Fakulti Kejuruteraan Awam 1995 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/1015/1/FaridahShafii1995_ModellingofShearinPosttensionedbrickwork.PDF Shafii, Faridah (1995) Modelling of shear in post-tensioned brickwork cantilever fin walls. Jurnal Kejuruteraan Awam, 8 (2). pp. 38-52. ISSN 0128-0147
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TG Bridge engineering
spellingShingle TG Bridge engineering
Shafii, Faridah
Modelling of shear in post-tensioned brickwork cantilever fin walls
description This paper describes a model scale investigation of the shear behaviour of post-tensioned brickwork cantilever fin walls. The developments of models to represent the critical region under shear are described. Details of reduced height test walls to simulate the actual forces and critical shear zone are presented. It is concluded that the shear behaviour of prestressed walls can be studied by modelling at reduced scale
format Article
author Shafii, Faridah
author_facet Shafii, Faridah
author_sort Shafii, Faridah
title Modelling of shear in post-tensioned brickwork cantilever fin walls
title_short Modelling of shear in post-tensioned brickwork cantilever fin walls
title_full Modelling of shear in post-tensioned brickwork cantilever fin walls
title_fullStr Modelling of shear in post-tensioned brickwork cantilever fin walls
title_full_unstemmed Modelling of shear in post-tensioned brickwork cantilever fin walls
title_sort modelling of shear in post-tensioned brickwork cantilever fin walls
publisher Fakulti Kejuruteraan Awam
publishDate 1995
url http://eprints.utm.my/id/eprint/1015/1/FaridahShafii1995_ModellingofShearinPosttensionedbrickwork.PDF
http://eprints.utm.my/id/eprint/1015/
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score 13.154949