Shear in reinforced and unreinforced masonry : response, design and construction


Autoria(s): Dhanasekar, Manicka
Contribuinte(s)

Kitiponrchai, Sritawat

Data(s)

2011

Resumo

This paper describes the vulnerability of masonry under shear; first the mechanisms of in-plane and out-of-plane shear performance of masonry are reviewed; both the unreinforced and lightly reinforced masonry wall systems are considered. Factors affecting the response of unreinforced and reinforced masonry to shear are described and the effect of the variability of those factors to the failure mode of masonry shear walls is also discussed. Some critique is provided on the existing design provisions in various masonry standards.

Formato

application/pdf

Identificador

http://eprints.qut.edu.au/46717/

Publicador

Elsevier Ltd.

Relação

http://eprints.qut.edu.au/46717/2/46717.pdf

DOI:10.1016/j.proeng.2011.07.260

Dhanasekar, Manicka (2011) Shear in reinforced and unreinforced masonry : response, design and construction. In Kitiponrchai, Sritawat (Ed.) Procedia Engineering, Elsevier Ltd., Hong Kong Convention and Exhibition Centre, Hong Kong, pp. 2069-2076.

Direitos

Copyright 2011 Published by Elsevier Ltd.

This is the author’s version of a work that was accepted for publication in <Procedia Engineering>. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Procedia Engineering, [VOL 14, (2011)] DOI: 10.1016/j.proeng.2011.07.260

Fonte

Faculty of Built Environment and Engineering; School of Urban Development

Palavras-Chave #090506 Structural Engineering #Masonry #Unreinforced #Reinforced #Shear #In-plane #Out-of-plane #Vulnerability
Tipo

Conference Paper